Pipe Hangers and Supports-PDF

PIPEHANGERS

andSUPPORTS

SINCE 1909

CATALOGUE No.10

E. MYATT & CO .101 Brisbane Rd ., Toronto, Ontario M3J 2K5

FOREWOR D

Catalogue No . 10 is a revised edition of our general pipehanger catalogue and replaces all previous issues .

AA complete range of pipe hanger materials is illustrate dwith engineering and dimensional data tabulated forhanger components . Our dual purpose has been t osatisfy the requirements of the designer and to offe rsuggestions and to supply all necessary information fo rthe erector .

After almost '0 years in the piping industry thi scatalogue is a part of our constant effort to maintain an dimprove our service .

Integrity is perhaps best judged by the years of goo dreputation that a company enjoys with its customers an din its industry .

TERMS AND CONDITIONS OF SAL E

All prices and designs are subject to change withou tnotice .

We will replace defective material when used for th epurpose recommended . No claims will be accepted fo rtime, labour or other damages .

Deliveries and contracts are subject to strikes, fires ,accidents, or circumstances beyond our control .

Materials are not returnable without written permission .Returned materials must be received in good conditionwith freight prepaid . A charge for handling an drestocking will be deducted from the credit for th ereturned standard material .

Orders covering material not normally carried in ou rstock are not subject to cancellation .

FIGURE NUMBERINDEX

Ps-Fig . Fig . Page Fig .Page Page

ECONOMICAL `FAMILY '

1 12 23 24 25 36 3

Section 1PIPE ATTACHMENT

120 4122 4124 5124L 6125 7125L 7126 8128 8130 9131 9132 9133 1 0134 1 0135 1 1136 1 2137 1 2140A 1 3141A 1 3142A 1 4143A 1 4150CT 1 5151CT 1 6152CT 1 7153CT 1 7154 1 8155 18156 1 9157 19159 20160 20161 2 1162 2 1170 22172 22173 23174 23175-180 24182 25183 25190 26191 26

Section 2SADDLES and ROLLSUPPORTS

210-240 28251 3 1'251S 31

Section 2 (cont . )SADDLES and ROL LSUPPORTS

255 32256 32258 33261 34262 35264 36265 37266 38

Section 3BRACKETS andSUPPORT S

300 39302 39304 40306 40308 4 1310 42312 42314 43315 43320 44321 44322 45325 45

Section 4RODS and CONNECTOR S

400 46402 46403 46414 47420 48422 48424 48426 48430 49432 49434 49440 49442 49450 50455 50460 50461 50462 5 1470 5 1475 5 24755 52480 52480L 52485 53486 53491 53492 53

Section 4 (cont . )RODS and CONNECTOR S

493 53494 53

Section 5UPPER ATTACHMENTS

500 54502 54503 54504 55505 55506 55510 56511 57513 58515 58530 59531 59532 60533 60535 6 1542 62545 62550 63555 63

Section 6AUXILIARY STEEL

600 64650 64

Section 7ANCHORS and GUIDES

702 65703 65704 65705 66706 66707 67708 67

Section 8SPRING and CONSTAN TSUPPORTS

805 68810 68820 68870 69880 69890 68

Section 10ALIGNMENT GUIDE1267 70

E. MYATT & CO .

TORONTO ONTARIO

I

PICTORIALINDEX

Economical "Family "

0

extensionbarFig . 1page 1

steel ban dhange rFig . 2page 2

flattened lag scre wflattened bol tFigs . 3, 4page 2

eye socke t

Fig . 5page 3

L .D . adjustablebeam clampFig . 6page 3

0

Pipe Attachments

Section 1

light duty

clevis hangers

lug plate sadjustable

Figs . 12 8ring

Figs . 122, 124,

singl e124L, 125,

130-1-2

Figs . 133, 13 4Fig . 120

125L, 126

double

140A, 141 Apage 4

pages 4 - 8

pages 8, 9

pages 10, 1 3

2-bolt clamps 3-bolt clamp s

Figs . 135, 136, 13 7142A, 143 A

pages 11, 12, 14

hangers for copper tubing, rise rclamp, clevis hanger, adjustabl ering hanger .Figs . 15OCT, 151 CT, 152CT, 153CT .

pages 15 to 1 7

hook plate

wall pip esupport

Fig . 154

Fig . 15 5page 18

page 1 8

offset pipe clamp

Fig . 17 0page 22

k

drive hookk

Fig . 15 9page 20

single hol epipe clampFig . 16 0page 20

soil pipe brackethvy duty pipe clipFigs . 161, 16 2page 2 1

trapeze hangers underground riser clamp sbell clamp Figs . 182, 183 ,

Figs . 173, 174 Fig . 175 190, 19 1page 23 page 24 pages 25 - 27

single pipe h00

0ffset pipe ho oFigs . 156, 15 7page 1 9

trapeze saddl ehangerFig . 17 2page 22

E. MYATT & CO .

TORONTO ONTARI O

11

PICTORIALINDEX

Saddles and Roll Supports

Section 2

010.fififogi.0

pipe coveringprotection saddle sFigs . 210-240pages 28 - 30

Figs . 251, 251 S

page 31

long pipe rol l

Fig . 25 5page 32

short pipe roll

Fig . 25 6page 32

standard rolle rhange rFig . 258page 3 3

insulation shield s

trapeze rollerhangerFig . 26 1page 34

adjustable rollsupportFig . 26 2page 35

standard pip eroll chairFig . 264page 36

steel pip eroll standFig . 265page 37

adjustable stee lpipe roll standFig . 26 6page 3 8

steel pipe adjustable pipe saddle pipe stanchion

chair pipe saddle support saddl e

Fig . 300 Fig . 302 Fig . 304 Fig . 306

page 39 page 39 page 40 page 40

adjustable pipe

steel anchorsaddle support

chair sFig. 308

Figs . 310, 31 2page 41

page 4 2

short offset long offset light duty standard welded heavy duty welding angl e

bracket bracket welded steel steel bracket welded steel bracketbracket bracke t

Fig . 314 Fig . 315 Fig . 320 Fig . 321 Fig . 322 Fig . 325

page 43 page 43 page 44 page 44 page 45 page 4 5

E. MYATT & CO .

TORONTO ONTARIO

ii i

PICTORIALINDEX

Rods and Connectors

Section 4

U-hanger

Fig . 400page 46

eye rod slinked eye rod snot welded & welde d

Figs . 402,

Figs . 420, 422 ,403, 414

440, 44 2pages 46, 47

pages 48, 49

Jl.LLL18f

P= /

hook ro danchor bol t

Figs . 424, 42 6page 48

machine rod

machineall thread rod

bolt scontinuous threa drodFigs . 430, 432, 434

Fig . 45 5page 49

page 50

U-boltsJ-bolts

4,_3 ,

rod coupling

Fig . 46 2page 51

turnbuckle

weldless ey eFigs . 475, 475S

nu ttie rodsFig . 45 0pages 52, 50

forged steelclevis

Fig . 47 0page 51

Fig . 48 0page 52

coach screw rodscoach screw &machine thread rods

Figs . 460, 46 1page 50

expansion shield scompound masonryanchorsFigs . 485, 486 ,

491 to 494page 5 3

LI

('__r

L1J

ml

standardbeam clampFig . 500page 54

standard

side beamchannel clamps

clampsFigs . 502, 503

Figs . 504, 50 5page 54

page 55

beam hook

2-bolt wide flang ebeam clam pFig . 51 0page 56

2-bolt I-beamclam pFig . 51 1page 57

Fig . 50 6page 5 5

diamondbeam clam p

Fig. 51 3page 58

std . ceiling clipstd . welded beamattachmentFigs. 532, 53 3page 60

double angleclip

Fig . 53 5page 61

c-clamps

Fig . 586, 588page 6 3

heavy dutyceiling clip

heavy dutybeam attachment

Fig . 515

Figs . 530, 53 1page 58

page 5 9

E . MYATT & CO .

TORONTO ONTARIO

iv

PICTORIALINDEX

Auxiliary Steel

Section 6

Anchors and Guides Section 7

sliding guide(welded)Fig . 706page 6 6

.*-

base ancho r

Fig. 702page 65

rigid base supportsliding base supportFigs . 703, 704page 65

sliding support(welded)Fig. 705page 66

Alignment Guide

Section 1 0

sliding support(non-welded )Fig . 70 7page 67

sliding guide(non-welded )Fig. 708page 67

pages 70, 7 1

Springs and Constant Supports

Section 8

variable springhangersFigs . 805, 810, 82 0page 68

light duty

spring cushionsspring hangersFig . 870

Fig . 880pages 68, 69

pages 68, 69

constant supports

page 6 8-Fig . 89 0page 68

sway braces

E. MYATT & CO.

TORONTO ONTARIOv

ALPHABETICA LINDEX

CONDITIONSof SALE

Alphabetical Inde x

Page

Alignment guide 70All thread rod 49Anchors - base 65

- bolt 48- chair 42- masonry 53

Angle - brackets 45- clips 6 1

Auxiliary Steel 64

Band hangers 2Base anchors 65Base supports 65Beam attachments 59-60Beam clamps 3, 54-58Beam hook 55Brackets 43-45

C-clamp 63Ceiling clips 58, 60Chairs - anchor 42

- pipe 39, 42Clamps - beam 3, 54-58

- channel 54- offset 22- pipe . . . 10-14, 20, 22- riser 25-27

Clevis - forged 5 1- hangers 4-8

Clips - pipe 2 1Coach screw rods 50Coach & machine rods 50Constant supports 68Continuous thread rod 49Conversion tables 88Copper plated items 15-1 7Couplings - rod 5 1

Deflection of pipe 76-77Decimals - of inch 74

- of foot 74Drive hooks 20

Page

Expansion shields 53Extension bar 1Eye rods 48-49Eye sockets 3

Flattened bolt 2Flattened lag screw 2

Guides - pipe 66-67

Hanger rods 49-50Hanger spacing 89Hooks - beam 55

- offset pipe 1 9- single pipe 1 9- Plate 18

Hook rod 48

Insulation - saddles 28-30- shields 3 1

J-bolt 46

Lag screw, flattened 2Light duty springs 68-69Linked eye rods 48-49Lug plates 8-9

Machine bolts 50Machine rods 49

Nuts 50

Offset brackets 43Offset clamps 22Offset pipe hooks 19

Pipe - chairs 39, 42- clamps . . .10-14, 20, 22- clevises 4-8- rolls 32

Plate washers 62Protection saddles 28-30

Page

Rigid base supports 65Rings - adjustable 4Riser - clamps 25-27Rocker washers 62, 63Rod couplings 51Rods - all types 48-50

- load capacity 74Roll chairs 36Roll stands 37-38Roll supports 35Roller hangers 33-34Rolls - pipe 32

Saddles - pipe 39-41- pipe covering 28-30- trapeze hanger 22

Shields - insulation 31Sliding supports 65-67Soil pipe brackets 21Spring cushions 69Steel - auxiliary 64

- dimensions 75Sway braces 68

Trapeze hangers 22-23Trapeze roller hanger 34Turnbuckles 52Turnbuckle tie rods 50Technical section 72-89

U-bolts 46-47U-hanger 46Underground bell clamp 24

Variable spring hangers 68

Wall pipe supports 1 8Washers - plate 62

- rocker 62, 63Weights - piping 78-87Welded eye rods 49Weldless eye nuts 52

Expansion coefficients 73

E. MYATT & CO .

TORONTO ONTARI Ovi

E. MYAfl & CO. INC.

YOUR ALL CANADIAN HANGER MFG .

ADJUSTABLESWIVEL RING HANGE R

FOR SUSPENSION OF LIGHT LOADS

MATERIAL • Carbon Stee lFINISH • Pre galv. hanger With zinc knurled nut .

AN EXCELLENT, COST EFFECTIVE ALTERNATIVE TO ALIGHT DUTY CLEVIS HANGER IN MOST APPLICATIONS .

ORDERING • Speafy pipe size, figure number and name .

I — LOAD-OUANTiTY•WEIGHT —REOOM. UL • ULC AP'X INT. ICS.

MAX .LOAD

TEST

PER.100 PER PKG.

DIMENSIONAL DATAPIPESIZE A B C D E

112

3 M 2 13116 1

15/16 3 1 /4 1 5/16 400 750 9 1003/4

ale 213116 1

15/16 3 1/4 1318 400 750 9 1001

318 2 13/16 1

15/16 3 7/16 1

114 400 750 9 100

1

1 / 4

318 2 15/16 2 1 /16 3 3/4 1 3/16 400 750 10 1001 1/2

3/8 3 111 2 1 / 4 4 1

1 /4 400 750 11 1002

319 3 7116 2 9/16 4 W16 1 3/8 400 750 12 100

2 1 /2

3/8 3 11116 2 13/16 5 1/16 1 3/8 600 850 28 503

3M 4 3 1 /8 5 5/8 1 3/8 600 1050 30 504

3/8 4 546 33/4 6 7/8 1 1/2 1000 1500 37 25

5

1 1 2 S 3 1 4 4 3/4 8 1 /2 1

15/16 1000 2000 83 2 06

112 6 510 5 9/16 9 7/8 2 1 /4 1250 2650 95 1 58

1 / 2 7 3 1 4 6 11 /1 s 12 1/1623I8 1250 4050 118 10

ADVANTAGES :

WE'VE PUT A RIB ON THE INSIDE

THROUGH DESIGN WE'VE MADE THE

#41 SERIESSURFACE OF THE HANGER CRADLE LEANER THAN MOST SIMILAR HANGERS . EVEN SO . THEY AR EFOR EXTRA RIGIDITY AND EASY

RATED FOR GREATER LOAD CAPACITY THAN A LIGHT DUTY

FEED OF PIPE OR TUBING .

CLEVIS HANGER ( UP TO 4' ) WITHOUT THE BULK AND BOTHER .

E. MYATT & CO. INC.



FOR SUSPENSION OF COPPER TUBING

MATERIAL - Carbon SteelFINISH - Copper plated with zinc knurled nut

ORDERING - Specify nominal tubing size, figure number and name .

12 3/8 2 13/16 1

15/16 3

1 /4 1

5/ 16 400 750 9 1003/4 3/8 2 13/16 1

15/16 3

1 /4 1

5/ 16 400 750 9 1001 3/8 2 13/16 1

15/16 3

1 /4 1

3/8 400 750 9 100

1

1/4 3/8 2 13/16 1

15/16 3

7/16 1

1/4 400 750 9 10 01

1 /2 3/8 2 15/16 2 1 /16 3 3/4 3/ 16 400 750 10 1002 3/8 3 7/16 2 9/16 4 9/16 1

3/8 400 750 12 10 0

2 1 /2 3/8 3

11/16 2

13/16 5

1 /16 1

3/8 600 850 28 503 3/8 4 3

1 /8 5 5/8 1

3/8 600 1050 30 5 04 3/8 4 5/8 3 3/4 6 7/8 1

1 /2 1000 1500 3 7 25

DIMENSIONAL DAT A

A B C

D

— LOAD-QUANTITY-WEIGHT —RECOM .

UL • ULC APP'X WT. PCS .MAX-LOAD

TEST

PERIOD PER PKG .(LBS .)

LOAD

(LBS)

PIPESIZE E

COPPER CLA D

EPDXY COATED

E. MYAfl & CO. INC.



FOR SUSPENSION OF COPPER TUBIN G

MATERIAL - Carbon Stee lFINISH • Epoxy coated over pre gale. with zinc knurled nut.

EPDXY COATING IS RECOMMENDED AS FAR SUPERIORTO COPPER CLADDING WHERE RESISTANCE T O ELECTROLYSIS AND CORROSION IS OF CONCERN . )

ORDERING • Specify nominal tubing size, figure number and name .

DIMENSIONAL DATA

AB C

D

-- LOAD-QUANTITY-WEIGHT —RECOI& . UL • ULC APP'X WE 1C&

MAX.LOAD

TEST

PEII .1OO POI PKG .PIP ESIZE E

112 3/8 2 13/16 1

15/16 3 1 /4 1

5/16 400 750 9 1003/4 3/8 2 13/16 1

15/16 3 1 /4 1

5/16 400 750 9 1001 3/8 2 13/16 1

15/16 3 1 /4 1 3/8 400 750 9 100

1 1 /4 3/8 2 13/16 1

15/16 3 7/16 1

1 /4 400 750 9 1001 112 318 2 1S/16 2 1 /16 3 3/4 1

3/16 400 750 10 1002 3/8 3 7/16 2 9/16 4 9/16 1 3/8 400 750 12 100

2 1 /2 3/8 3 11116 2 13/16 5 1 /16 13!8 600

,

850 ,28 6 o3 3/8 4 3 1 /8 5 5/8 ' 1 3/8 600

1050 30 504 3/8 4 518 33/4 6 7/8 1

112 1000

1500 37 25

E. MYATT & CO. INC.


Light

Clevis Hangers are recommendedwhere ne er tempertaure nor heavy loads area factor. The upper rod nut must be tightenedafter erection to insure proper service . SeeFig 151 CT copper plated clevis page 1 6for use with copper tube .

Material - Carbon SteelFinish

- Epoxy CoatingOrdering - Specify pipe size, figure number ,

and name .

EPDXY L i

CLriKS HANGER' t IONAL DATA

FIG S.

[C014XrOtiNG DATAPIPESIZE

RE CMAX

LOADLIS

150

150

1

250

1 . 114

250

1 .1/2 ' 250

250

350 '

350

350

4

400

c

O

5

!

318

1

1-7116

1 .718-1

5

. ..

_ ~

!~

~

I5 . _ .~ I

_

. _ .1

1-114 ~ ._ 1:314, . .. .1. . 2.114

C 318 ._ 1 . 516

2. 114

2.1511 6

318

1 .314 • 2.318 ! ' 3118

8

318 __x . . .3.318 .x . . 2 .15116 . 4 3.418

10!

-

3 ~ 3°11116

5

~

I11

11`2

1 3.314 I 4 .96

6 .1/4

12

11`2

3 .3/4

4 . 3/4

6.5/8

1/2

4 . 1/4

5. 1116

7.1/4

1/2 . _; . 4 .112 , . .

.5. 318 ._ : . .7.13/16

APPROXWT PER

.. .. -1

loo

t PtR: .

LQrHI. .

114

1... . 1'116

. 13GAX716 13GAX718.

3

1 1.316

13GAX716 13GAX718

40

1 .314 1OGM1.114' IOGAX1 .114

90

1 . 112

10GAX1 .1/4 IOGAX1 .114 ' 10 1_. .-_ ~- : .~ .~

. .

_ _ ter . , ~ -5116

1 .112 ~ 1 OGAX 1 .1 /4 I OGAX 1 .114

11 7

1 .3/4

3116X1 .1/4 10GAX1.114

14 1

7

HGR.ROD

REC HGRSPACING

""*OciTAKE-OU1i '

8

1 3

14

114

114

1/4 3,4

16GAX718 16GAX718

. 16GAX7J6 16GAX716

13GAX716 13GAX718

1 4

MATERIAL. .

3/4

13GAX718 • 13GAX718 , . 25 . .. ;

1/4

114

114

114

5/16

E. MYATT & CO. INC.


Asbestos cement hangers are made to fitthe special O .D. of the pipe as listed In th etable. Typical of clevis

hangers, ful lvisible adjustment is made after erection .The hangers are made full weight for completesafety with flash flood conditions .

OTHER APPLICIATIONS FOR CLEWS HANGER SSee Fig . 126 For Heavy Cast Iron PipeSee Fig . 124 For Steel and Soil PipeSee Fig . 151CT for Copper PipeSee Fig . 56 For Copper Pipe

Material Carbon Stee lFinish • Blac kOrdering Specify pipe size,

figure number and name .

FIG 1?7AC ASE3FSTOS CEIVIFNT CLFVIS HANGF R

+....- . -

nn-COPPER

PIP ESIZE

....-

MAXLOADL9 5

eSSOF

E F

MAX PIP EO.D. HGR

RODDNA

HANGERROD

TAKEOUTC D

3 1130 4 .0"

: 112 ' -3-314 5 7 112i

1-112

4 1430 5 .2" 518 4.1/8 5-3/4 8. 114 112 1 .1I2

6

: 1940 7 .5" 3/4 5:114 7-314

j_ii . . Y;

_. . 1-314.__

e 2200 9 .3 " 3/4 179/1A. 9-114 14-112 518_ . ..~ 2-518

10 3770 11 .6" 718 i8-112 10-112 16-112 314

. .

2-112

12 4600 14" 718 1x114 12.518 19.314 718 3

14 4600 16" 1 11-118

_

14-314 22-1/4 7/8 4-112

16 48000 18 1 13

16 25-3/8 4-1/4

'

-"mAlt-iITAL—MWOk--

WT PERIgo uss

3116X1 .112 3116X1 .112' 240

5/16 X 1-1121 3116 X 1 -1171 355

318X1 .1!2 114X1 .112

61 0

318X2

! 114X2

990

112X2 114X2

1450

112X2.112 114X 2. 112

2000

112X2.112 : 114X 2. 112

2400

E. MYATT & CO. INC.


Split Ring Hanger #129Malleable Iron (Galvanized Only)

PIPE SIZE ATHREAD B APP. WEIGHT1100 PCS

BAGQUANTITY

3/8 318 0.675 7.2 100

1/2 318 0.840 10.6 100

3/4 3/8 1 .050 12.4 100

1 318 1 .315 13.6 100

1 114 318 1 .660 17 .2 100

1112 3/8 1 .900 21 .0 100

2 318 2.375 28.8 100

2112 1/2 2.875 54.0 50

3 112 3.50 66.2 50

4 1 /2 4.50 80.6 50

E. MYATT & CO. INC .

CYOUR ALL CANADIAN HANGER MFG .

#163

GALVANIZED TINNED CLIP SPipe Size Weight

,100 pcs.Bag Quantity

112 3.5 100

314 6.0 100

11

9.5I

100

1 1/4 10.2 100

1 112 11 .5 100

2 14.0 100

2112 17.5 2.5

3 19.0 2.5

This product is meant to enhance our line of fine products ,and enable you to obtain your hanger requirements from one source ,

thus saving time and shipping expense .

REMEMBER - E . Myatt & Co. Inc.is a "full line" hanger manufacturer, supporting wholesaling in Canada.

E. MYATT & CO. INC.


MYATT# 164CPVC "UL" LISTED

2 HOLE PIPE STRAP

Std . BoxSize

R Material •

. Wei • h t3/4

1 .050 20 g . 100' 8 lbs ./c1

1 .313 x 100' 9lbs ./c1-1 /4

1 .660 1-1/8 100 ' 10 lbs .lc1-1/2

1 .900 pre-Gals. 100'

11 lbs ./ c2

2 .375 100'

12lbs .lcDIMENSIONS IN INCHE S

FUNCTION: The Fig . No . 164 two-hole strap Is manufactured with the companys uniqu e

'Per-Groove', which uses the classic design of the arch to add strength . Edges are flare d

to protect the integnty of CPVC piping . To be installed by two ft 12 x 1' slotted hex hea d

screws to be supplied by the manufacture r

APPROVAL : Undecwnter's Laboratones approved for the support of CPVC & PB piping

'200 #12x1 ' hex slotted screws su pp lied per box .

BOX QUANTITY ONLY,ADD TO YOUR PREPAID ORDER TODA Y

Section 3BRACKETS and SUPPORTS

Fig., 326 Epoxy Pipe Stay

SINGLE A A-1 B B-1 C D E F FASTENE R1/2 C x 3/81P 21/4 17/16 3114 2 9/16 2112 13/4 11/16 3/4 1/43/4 C x 1/2 IP 2114 17116 3 1/4 2 9/16 2 1/2 1 3/4 15116 3/4 1141 C x 3/41P 21/2 15/8 3 3/4 2 3/4 31/4 2 13/16 7/8 1/411/4 C x 1 IP 21/2 15/8 3 3/4 2 3/4 31/4 2 17116 7/8 1/411/2Cx11/41P 33/4 23/4 - - 4 3 111116 1 1/41 1/2 113 41/4 213/16 - - 41/2 3 1 15/16 1 118 1/42 IP 4 3/8 2 3/4

.- - 5 3 112 27/16 1 1/4 1/4

DOUBLE A A-1 C D E F C-CDIAMETERFASTENER

ii2 C x 3/8 IP 1 7/8 1 1/8 2 1/2 1 3/4 11/16 3/4 3 114lI4Cxl/21P

_ 17/8 11/8 21/2 13/4 15/16 3/4 3 .

1/4

D

c

E. MYATT & CO. INC. 101 BRISBANE ROAD, DOWNSVIEW ONTARIO M3J 2K5 (416) 663-6280 FAX (416) 663-6377

• FIG. NO . 406TOP BEAM CLAM P

Material

- Malleable IronFinish

- Blac k.w•. Ordering

- Specify Rod Size.Fig . No. & Nam e

Remarks - For use in attaching ahanger rod to the to pflange of a bar joist .

Note: Fig . Nos. 406 & 407 complete with lock nut .

406

SERIES BEAM CLAM P

Material :

Malleable Iro nMaterial Standard : ASTM A 47 Grade 3251 0Surface finish :

Plain (Lacquer or machine oil )Zinc-plate d

Bolt Thread : 3/8 " – UN C*with carburation h'arding steel screw and nu t

Ro dSize A B C

'D E

Max . Rec .Loadlibs .

3/8" 1-7/8" 1-7/32" 1-9116" 7/8" 13/32" 40 0318a" 1-7/8" 1-5/32" 1-21/32" 7/8" 15/32" 400

.1/2" 2-1/16" 1-1/5" 1-5/8" 31/32 " 7/16 " 50 0518" 2-3/16 " 1-115" 1-3/4 " 1-1/16 " 1/2" 60 0314" 2-3/8" 1-1/5 " 1-3/4" 1-1/16" 1/2" 1200

407

WIDE MOUTH BEAM CLAM P

Material :

Malleable Iro nMaterial Standard ASTM A 47 Grade 3251 0Surface finish

Plai n

Zinc plated

*with carburation harding steel screw and nut .

Rod Max . Max

Size Pipe RecA B C D E Size Load/lb s

3/8"

1-1 /1 6" 1-7/8" 1-5/8" 1/2" 4" 400"2"' 1-1116"

1 1- 718" 1-5/8" 1/2" 4" 500

518" 1-3/8" 2-5/16" 2-1/4" 3/4" 5" 850

314" 1-3/8" 2-3/8" 2-3/8" 3/4" 6" 900

A

D

406

407

R ALL CANADIAN HANGER MFG .

FIG 425HOOK TIE BOLT

t

USED WITH SLIP—ON AND MECHANICAL JOINTS O N

PIPE, VALVES AND FITTING .

REINFORCES THE JOINT IN THE EVENT OF STOPPAG E

OR REVERSAL OF FLOW IN UNDERGROUND PIPE SYSTEMS .

DIMENSIONAL DATA

WT. ?E R

ROD

T

L

H

~ g o o

. 3/4

3/4

4—3/4

3—3/4

13 5

MATERIAL — CARBON STEE L

FINISH

— BLAC K

REMARKS

— COMPLETE WITH ONE HEAVY HEX NUT

ORDERING — SPECIFY FIGURE NUMBER

FIG 520 c

'CLAMP

Material :

Malleable Iro nMaterial Standard : ASTM A 47 Grade 3251 0Surface finish :

Plai n

MaxRodSize

B Rod Take Out (Clamp only )Beam Flange Width (inches )

2-3/8

3

4

5

6

7

Max .Rec .Load/lb s

718" 3-1/2"

3-7/16" 1

3-5116" 1 2-15/16" 12-9116"

11-718" 1365

FIG 4g2EXTENSION PIECE

Material

Malleable Iro nMaterial Standard : ASTM A47 Grade 3251 0Surface finish

Plai n

*can be used with 630# Center Load Beam Clam p

E

Ro dSiz e

A

For Pipe Size B C D E F GMax . Rec .Load/lbs .

318" 112" to 2" 1/2" 1/2" 1-114" 2-1116" 9116" 1-114" 61 0

1/2" 2-112

to 3-112 1/2" 5/8 1-318 2-5116 11116 1-3/8 1130518" 4" to 5" 112" 518" 1-112" 2-7116" 314" 1-7116" 1550

3/4" 6" 1/2" 518" 1-314" 2-718" 718" 1-11116" 2100718 8

to 12 9116 3/4" 1-718 3 7/8 1-3/4 2350


FIG 59OURLINcLAMP'

Material

: Malleable IronMaterial standard : ASTM A47 Grade 3251 0Surface finish

. 290P# - Plai n

Bolt Thread

: 3/8" UNC- with carburation harding steel screw and nu t

Installation Instructio nA Hex Nut is provided for tightening adjustment purpose .

Rod Size3/8"

Max. Pipe Size4"

Max. Rec . Load/lbs .400

E. MYATT & CO. INC.


Rod Threaded Ceiling Flange(Galvanized Only)

#534

Fig. 534

NOMIALAA. Thread B C D

APP. WGT BAG

SIZE (Lbs. per 100 pcs) QUANTITYI

3/8 3/8 UNC 1/2 3-5/16 2.7/16 .14 .2 100

1 /2 1 /2 UNC 1 /2 3-5/16 2-7/16 13.6 100

E. MYATT & CO. INC.


MYATT # 543 - 3/8 - 1/2 EYE SOCKETMYATT # 544 - 3/8 OFFSET EYE SOCKET

2.15/1 6

DIMENSIONS IN INCHES

NOTE : This eye socket allows instillation lo bs lush, vela sable Nippon

REGULARLY FURNISHED : MsW dsl is 11 ga. low carbon sisal, iIsc o Inc plead finish.

FUNCTION: Designed for attaching hanger rod to a wood structure with a lag screw. lag spew .

a

A —*P II ♦"".~B...r

L by

UMW MIMmwwrt*

UnIe wNir WIN - - - - MLawman.

Gras

RodC D E F

Std.Box

Wt.Each

.3/8 1 .7,8 1 13/32 • 1 3!8.16 It ya.

. 500 .0 61/2 2.3/4 11/16 1'7/16 11/16 112. 13 8 •

. 100 .14REGULARLY FURNISHED : Material is 11 ga. lowcarbon steel. Nectro'zinc plated finish.

FUNCTION: Designed for attaching hanger rod to a wood structure with a lag screw .

LMNd by

I-bo imOdss. he

Wise byUndeev r-ii' Wio~M1o~111 d

Gases

ADD TO YOUR PREPAID ORDER TODAY

ECONOMICAL

FAMILY

Fig,

Material - Malleable cast iro n

Finish - -- Black

Ordering - Specify rod diameter ,


FIG . 5

MALLEABLE EYE SOCKET

ROD ENGINEERING DATA DIMENSIONAL DATA APPROXSIZE PIPE HOLE WT PER

A SIZE DIAMETER B C 100

3/8 1/2 - 2 % 7/8 1X16 1 0

V2 2'/2 - 3 3/8 2 1 45,''g 3 '/2 - 5 '/2 1 Y/4 2 546 3 03i4 6

_8 S/8 1% 2' 42

Fig, 122

. ..Light Duty Clevis Hanger ;

Light Duty Clevis Hangers are recommende d

where neither temperature nor heavy loads ar ea factor. The upper hanger rod nut must be

tightened after erection to insure proper service .See Fig . 151 CT page 16 for use with copper tube .

Material - Carbon stee l

Finish - - Black

Ordering - Specify pipe size ,


FIG. 122

LIGHT DUTY CLEVIS HANGER

ENGINEERING DATA DIMENSIONAL DATA

PIPE RECOM 1 APPRO XPE R

SI PSMAX REC HGR HGR ROD MATERIAL WTLOAD SPACING ROD TAKE-OUT 104

LAS (FT) 9IA A B C 0 E F UPPER LOWS

3/8 150 5 3/8 1 1 K6 1 2/8 1/4 1/4 16GA x

2/s 16GA x

7/8 1 4

150 5 3/8 1 '/4 1 3/4 2'/4 V/4 % 16GA x

2/s 16GA x

2/8 1 53/a 250 6 % 1 % 2 V4 2% '/4 3/4 13GA x

7/8 13GA x

7/s 241 250 7 3/8 1 3/4 2% 3'/s 'l4 3/4 13GA x

7/s 13GA x

7/8 2 5

1'/a 250 8 % 2 % 2% 3'/a 1/4 1 '/8 13 GA x

?/8 13GA x

7/8 3 1

1'/2 250 9 % 2 % 3K6 4i6 'l4 1 '/4 13GA x

7/8 13GA x

7/s 3 4

2 250

, 10 3/a 3 3% 5 1 % 13GA x

'/8 13GA x

'/8 4 0

2' /2 350 1

1 '/2 3 3/4 4 5/8 6'/4 V/4 1 3/s 1 OGA x 1

~/4 1 0 G A x 1

'/4 903 350 1 2 V2 3 3/4 4 3/4 6 % 1/4 1 V2 1 OGA x 1 1 OGA x 1 1/4 10 1

3'/2 350 13 V2 4 '/4 57'/4 S/6 1

'/T I OGA x 1

1/a 1 OGA x 1

1/4 11 7

4 400 14 4'/2 5 % 7'3/ M6 1 3/4 6 x

1 '/4 I OGA x 1 141

E . MYA~TT & CO .

TORONTO ONTARI O

Eye Sockets are tapped with National

Coarse thread for use with machine bolts

or hanger rods.

Fig. 5 ILLUSTRATION 3 A

Fig. 122

4

Section 1PIPE ATTACHMENTS

Fig. 124

Standard Clevis Hange r

Standard Clevis Hangers are recommended as the mostsatisfactory general purpose pipe hangers availablefor use with non-insulated pipe .Two or three hangers may be installed as temporarysupports while the line is being erected . Final hangerinstallation and adjustment may be made after thepipe is coupled or welded .There is adequate visible adjustment which may b emade after erection (see column F) .The hanger may be locked in position after adjustmentby means of the upper nut on the hanger rod .The hinged upper section of the hanger provides forsmall longitudinal movements of the pipe .Pipe sizes over 12 inch are made with special crossbolt to prevent deformation of the clevis top .

Material - Carbon stee lFinish - - BlackOrdering - Specify pipe size, figure number and

name .

Other Applications

See Fig. 124L Page 6 for insulated pipe.See Fig. 125 Page 7 for heavy duty service .See Fig . 251 Page 31 for complete vapour barrier .See Fig . 151CT Page 16 for use with copper tubing .

FIG. 124

STD CLEVIS HANGE RENGINEERING DATA DIMENSIONAL DATA

RECOM HG Rplp ESIZE

MA XLOAD

RECOMHANGER

HANGERROD

RO DTAKE- APPROX

LB SPACING DIA OUT MATERIAL WT PE RUPPER LOWE R650°F (FT) A B C D E F 10 0

3/46 3/8 1 7/8 2 3/4 3 5/16 1/8 X 1 1 /8 X 1 3 3

1 300 7 1 7/8 2 3/4 3 7/ 165/16 7/8

1 /8 X 1 1 /8 X 1 3 6

1 1/4 8 2 2 7/8 3 3/4 3/4 681 1/2 610 9 3/8 2 2 7/8 3 7/8 3/8 3/4 3/16 X 1 3/16 X 1 7 32 10 2 1 /2 3 5/8 4 13/ 16 1

1 /4 8 1

2 1 /2 11 2 1 /2 3 3/4 5 3/16 3/8 1

1 /4 11 23 1130 12 1 / 2 3 1 /2 4 3/4 6 1 /2 3/8 1 5/8 3/16 X 1

1 /4 3/16 X 1

1 /4 13 531 /2 13 3 3/4 5 7 3/8 1

1 /2 17 5

4 1430 14 5/8 3 7/8 5 1 /4 7 1 /2 3/8 1

1 /2 3/16 X 1

1 /2 3/16 X 1

1 /2 18 75 1800 16 5/8 4 1 /2 5 7/8 8 11 /16 1 /2 1 5/8 1 /4 X 1

1 /4 3/16 X 1

1 /4 22 66 1940 17 3/4 5 1 /8 6 3/4 10 1/ 16 1 /2 2 1 /4 X 1

1 /2 3/16 X 1 1 /2 31 5

8 2200 19 3/4 6 1 /2 9 13 1 /4 5/8 2 7/8 1 /4 X 1 3/4 3/16 X 1 3/4 56010 3 770 22 7/8 8 10 15 3/8 3/4 2 3/4 3/8 X 1 3/4 1 /4 X 1 3 /4 95012 3770 23 7/8 9 11

1 /4 17 5/8 3/4 2 7/8 3/8 X 2 1 /4 X 2 1170

14 4600 25 1 10 3/8 12 3/4 19 3/4 7/8 3 1 /8 1 /2 X 2 1 /4 X 2 145016 4600 27 1 11 1 /8 14 3/4 22 3/4 7/8 41 /8 1 /2 X 21 /2 1 /4 X 2 1 /2 200018 4800 28 1

1 /8 13

' 16 25 1 4 1 /4 1 /2 X 2 1 /2 1 /4 X 2 1 /2 240020 4800 30 14 7/8 18 1 /2 28 1 /2 1 5 5/8 X 3 3/8 X 3 400024 4800 32 1

1 /4 18 7/8 22 3/4 34 3/4 1

1 /8 6 3/4 5/8 X 3 3/8 X 3 496030 6000 32 241 /4 28 43 1

1 /4 8 3/4 X 3 3/8 X 3 6860

12/9 6

E. MYATT & CO .

TORONTO

ONTARIO

5

ILLUSTRATION 5 A

Standard Clevis Hanger sare ideal for the supportof soil pipe .Use standard sizes .

Fig. 124

Section 1

'PIPE ATTACHMENTS

Fig . 124 L

Fig. 124L

long Standard Clevis Hange r


Finish - - Black

Ordering - Specify pipe size, figur e

number and name .

Long Standard Clevis Hangers are recommended for covered pipe up to a maximu m

temperature of 650°F .

The cross bolt is completely outside the insulation to prevent damage to the insul-

ation from the hinging action of the hanger during pipe expansion or contraction .

Pipe sizes over 12 inch are made with a special cross bolt to prevent deformatio n

of the clevis top .

Modified hangers are required for insulation thicker than that shown in the dat a

table below .

See Fig. 125L Page 7 for heavy duty service .

See Fig . 251 Page 31 for complete vapour barrier .

FIG. 124L

LONG STD CLEVIS HANGE R


PIP ESIZE

RECO MMA XLOAD

LB650°F

RECO MHANGE RSPACING

(FT)

HANGE RRO DDI AA

HG RRO D

TAKE -OU T

B

MAXINSU LTHI(~ C

,

D E

MATERIAL APPRO XWT PE R

i 00F f ---UPPER LOWE R

3/41 300

67

3/8 2 1 /225/8

3 3/ 433/4

4

4

1 / 4

3/

~,

,;? / R

;

I/8 X 1

8X

1 /8 X 1

/8X 1

4 0

5 0

1 1/4

1 1 / 22

61 0

~

89

1 03/8

2 3/ 42 7/ 83 7/8

11

1,'21

3 7/ 83 7/ 85 1 /8

4

4

6

// 8-~ , 8

1/4

/8

3' 43/ 4 :6 3,16 X 1

8085

10 5

3/8

:

.3,

c1

;!f '

11 /

, .~

3,16 X 1 1 '4 3 / 1 6X1 ; 4 414 01 7 019 0

11_

1 213

1 / 244 7/ 85 1/8

1

1 / 25 1/ 4

6

/ 46 1/2

6

88

5/ 8

1/ 2

2 1 / 2331/2_

1 130

1 41 61 7

5/ 85/ 83/4

66 3/ 47 3/8

2 1 /2r7 /4

8 3/ 89

/ 4

1

1

1 2

1 / 8

1/2

, e1

, ' 2

2

,

3 , 16X

1

XX1 ; ' 4

X

1, 2

1, 2

3 /16 X 1

1 / 1

3/16, X

1

1 / 43/ ; 6 X 1

1/2

23 027 039 5

45b

143018001940

8 2200 19 3/4 8 314 2 1I2 1 1

1 /2 ~

1 5 3/4 5/8 2 7/8 1 i 4 X

1 3/4 3/ 16 X 1 3/4 f;i 0

10 3770 22 7/8 1 0 3/8 2 1 /2 1 2 1 /2 1 7 7/8 3, 4 2

1 r 2 .

7 X 1 3'4 1 /4 X 1

3/4 985

12 3770 23 7/8 1 1

7/8 3 1 4

1 /4 20 5/8 T1,4 2 7,'2 X 2 1 /4 X 2 162 5

14 4600 25 1 13 1`3,4 223/4 -7/8 31/8 '2X2 1/4X2 2150

16 4600 27 1 1 3 3/4 3 1 7 3/4 25 3/4 ' '5 4 1 /8 1 /2 X 2 1/2 1/4 X 2 1/2 2560

18 4800 28 1

1/8 15 5/8 19 28 1 4 1/4 1/2 X 2 1/2 1/4 X 2 1/2 3500

20 4800 30 1

1/416 3/4 3 21

1/2 1

31

1/2 1 5 5/8X3 3/8X ; 0190

24 32 20 5/8 25 3/4 37 3/4 1

1-8 6 3/4 5150

12/9 6

6

1', ti11~AA.fl

.

(

I ORON1'( )


Fig . 125

Fig . 125L

Heavy Duty Clevis Hange r

Long Heavy Duty Clevis Hange r

Fig . 125 Heavy Duty Clevis Hanger is recommende dfor support of very heavy pipe loads as listed in th edata table . All sizes are made with special crossrods with four nuts to prevent deformation of theclevis top.

Fig . 125L Long Heavy Duty Clevis Hanger is made tothe same specification as Fig . 125 but with the lowerstrap extended for maximum insulation thickness asshown in the table . The cross rod is completely out-side the insulation to prevent damage to the insulationfrom the hinging action of the hanger due to pipemovement .

Fig . 125

Fig . 125L

Material - Carbon steelFinish - - Prime coat corrosion resistant paint .Ordering - Specify pipe size, figure number and

name .

See Fig. 126 Page 8 for use with cast iron pressure piping .See Fig. 124L Page 6 for Long Standard Clevis Hangers .See Fig. 124 Page 5 for normal service .

FIG. 125

HEAVY DUTY CLEVIS HANGE RENGINEERING DATA DIMENSIONAL DATA

RECOM HANGE RPIPE MAX RECOM HANGER ROD APPROXSIZE LOAD HANGER ROD TAKE- MATERIAL WT PE R

Lt SPACING DIA OUT 00UPPER LOWE R650°F (FT) A d C D E F

3 ,2700

123/4 3 % 5'/8 6 ~% e

'/2 1 '/2 3/8 x 1 1/2 '/4 x 1 '/2305

3½ 13 3% 5% 7% 32 54 3300 14 ~% 8 4 5 7/e 8'/8 s/e 1 '/2 % x 2 '/4 x 2 5005 3300 16 %/8 4 3/4 6 3/4 9{6 8/8 1 3/4 % x 2 x 2 5706 4960 17 1 5'/2 7 3/4 11 14 6 3/4 1 3/4 i/2 x 2 % x 2 9308 4960 19 1 6'h 8 3/4 31(6 3/4 1 3/4 '/2 x 2'/2 % x 2'/2 1450

10 6000 22 1 'h 8 10 '/2 15'/8 3/4 2 % '/2 x 2'/2 % x 2'/2 173012 8000 .

23 1'/4 9 %

_ 12 3/4 19 y8 1 3 % x 3 '/2 x 3 328014

800025

1 /210 13 % 20

..3 % x 3'/%

2 '/2 x 3'/2 400016 27 11 % 15'/8 23'/8 _

1 3 % 3/4 x 3'/2 'h x 3'/2 4770

FIG. 125L

LONG HVY. DUTY CLEVIS HANGERENGINEERING DATA DIMENSIONAL DAT A

PIPERECOMMAX

RECOMMGR MGR

MG RROD APPROXSIZE LOAD SPAC- ROD TAKE- MAX MATERIAL WT PE RLB ING DIA OUT INSUL 100

E F UPPER LOWE R650°F (FT) A

'

a THK C D3

270012 3/4 4 7/8 1'h 6% 8% , , , ,

, 3403%2 13 5% 2 7% 9% /2 1/2 3fex1/2 /4 x1/2 3704 3300 14 7/e 6'/4 8'/8 10 % 3i 1 '/2 % x 2 '/4 x 2 560S 3300 16 2/8 7'/e 2'/2 9 11 % 5/8 1 3/4 % x 2 x 2 630

6 ~4960 17 1 7 7/6 10 133f6 34 1 3/4 '/2 x 2 % x 2 1020

8 4960 19 1 9'/e 2'/2 11 '/4 156 3/4 1 3/4 '/2 x 2'/2 % x 2'/2 158010 6000 22 1 'e 10' 2'/2 13 18 % 3/4 2 % x 2' % x 2'/2 187012 8000 23 1 1/4 12 3/ 3 15 3/4 22'/8 1 3 % x 3 '/2 x 3 350014

800025 1y2 13 16 % 23 % 3 % x 3'/2 '/2 x 3'/2 4250

16 27 148 18 /e 26/81

3'/2 3/4 x 3'/2 '/2 x 3'/2 5050

E. MYATT & CO .

TORONTO ONTARI O

Modified hangers may be obtained for spe-cial O.D. pipes or for insulation thickerthan the maximum listed in the data table .

7

Section 1PIPE ATTACHMENT S

Fig. 126

Special O .D. Heavy Duty Clevis Hanger

(FOR HEAVY CAST IRON PIPE ONLY )

Special O.D. Heavy Duty Clevis Hangers are designed fo ruse with flanged or bell and spigot cast iron pipe . The pipeO.D. is as shown in the data table . Material sizes and han-ger rod diameters have been increased for this service .

Material - Carbon steelFinish - - BlackOrdering - Specify pipe size, figure number and name .

For steel pipe see Fig . 125 page 7 (heavy dut yservice) and Fig . 124 page 5 (normal service )

FIG. 126

SPECIAL O.D. HEAVY DUTY CLEVIS HANGER (FOR HVY CAST IRON PIPE ONLY )

PIP ESIZE


APPRO XWT PE R

10 0RECOMMAX

LOAD LBS

HANGE RRO DDI AA

RO DTAKE -OUT

BPIPEO .D . C D E F

MATERIA L

UPPER LOWE R

4 2 710 3/4 4 4 .8 5 3/4 8 '/8 5/8 1

1/8 3/8

x

1 1/2 '/4

x

1 1/2 42 56 2 710 3/4 5 1/2 6 .9 7 1/2 1

1 S/8 1 5/8 3/8

x

1 '/2 1/4

x

1 '/2 50 5

8 3 770 '/8 7 9 .0 9 3/8 13'/8 3/4 2 1/2 3/8 x 2 1/4 x 2 85 510 3 770 '/8 8 11 .1 10 1/2 1646 3/4 2 3/8 1/2

x 2 % x 2 1 31 012 4600 1 9 1/2 13 .2 12 1 8 5/8 7/8 2 ~i6 x 2'/2 % x 2'/2 197 5

14 4600 1 1 1 '/4 15 .6 14 21 1 1 6 7/8 2 1 S ~'6 '/2

x 2'/2 3/8 x 2 1/2 230016 4700 1 1/4 12 1/2 17 .8 15% 2 49;"6 1 3'/8 1/2 x 3 3/8 x 3 313 518 4800 1

1/4 14¼ 20 .0 17% 27% 1 /8 3 1516 5/8 x 3 3/8 x 3 4005

20 4800 1 1/4 15 1/2 22 .0 19% 30% 1

/8 4 91 6 5/8 x 3 3/8 x 3 433 024 6400 1 Y2 20 5/8 26 .3 23916 36 3/4 1

/4 6 3/8 % x 4 3/8 x 4 6905

Fig . 128

Single Lug Plate

Single Lug Plates are a convenient and economical welded attach-ment to steel pipe or to structural steel . Four common application sare illustrated .The hole size and dimension 'B' may be modified to your require-ments .


Finish - - BlackOrdering - Specify rod size, figure number and name .

Fig . 126

TYPE CSPRIN GHANGE R

Case 1

Case I IWELD TO STRUCTUR E

Case III

Case I VWELD TO- PIP E

Fig . 128

FIG. 128

SINGLE LUG PLAT EENGINEERING DATA DIMENSIONAL DAT A

RO DSIAZE

B C HOLE MATERIAL

APPRO X

W100RRECOM MA X

LOAD LBHGR ROD TAKE-OU T

CAS EI,

III*CAS E

IICASE

IV *650°F 750° F

3/8 610 5 40 4 3/4 2 16 1 3/4 3/4 916 '/4 x 2 1/2 x 3 5 3

'/2 113 0 1010 5 2 2'',i'6 2 1 916 3/8 x 3

x 3 95

5/8 1810 1610 5 2 2 3/4 2 1 ' 46 3/8x3

x3 95

3/4 271 0 2420 5'/4 2'/4 3 3ii6 2 '/4 1

'/4 13 j 6 '/2

x 3 1/2

X 4 196

7/8 3770 3360 5 1/4 2 1/4 3'/4 2 1/4 1 1/4 1 16 V2 X 3 1/2 x 4 196

5/8 x 4

x 4 28 01 4 960 4420 6 1/2 2 1/2 3 1 1 1~6 2'/2 1 '/2 1 '/8

1 1/8 6230 5 560 6'/2 2 1/2 3 3/4 2 '/2 1 1/2 1 1/4 3/4 x 4

x 4 33 5

1 1/4 8000 7140 6 1/2 2 1/2 3'/8 2'/2 2 1 3/8 3/4 X 4'/2 x 4 3 7 8

1 3/8 94 70 8 400 7 3/4 2 3/4 4 2 3/4 2 1/4 1 '/2 3/4 x 5

x 5 525_1 1 1 63 0 1 0 3 70 7 3/4 2 3/4 4 3/8 2 3/4 2 1/4 1 5/8 1

x S

x 5 6951

x 5'/2 x 5 7651 3/4 15700 14000 8 3 4 7/8 3 2'/2 1 '/8

2 20700 18 460 9 1/2 3 1/2 5 5/8 3'/2 3 2'/8 1 '

x 6 1/2

x 6 12 5 0

F . MA l - 1 & ( - O .

TORONTO

ON - I ,1 K I O8


Figs. 130, 131, 132

Double Lug Plates

TYPICA LEND SECTION

Double Lug Plates for the support of various

pipe bends may be obtained to any require dspecifications. Standards are given here for

your convenience covering a wide range ofapplications . These lugs are designed to

allow the hanger rod to lie on the pipe cente r

line and to develop the full strength of thehanger rod in supporting the pipe .

Supplied complete with bolt, nut and spacer .

Connections are either by Weldlcss Eye Nu tFig. 480 Page 52, or by Welded Eye Rod Fig .440 Page 49.


Available in aIlu steel for

% el(lifg to 'Illu, n pipeFinish - - Black

Ordering - Specify pipe size, figure num-

ber and name .

Fig. 130 (or SR ells )Fig. 131 (for LR ells)

Fig. 132

(for use with pipe bends )

Fig . 130 - Used with SHORT radius weld ells .

Fig. 131 - Used with LONG radius weld ells .

Fig. 132 - For use with five times nominal pipe size radius bends .(Also available for pipe bends of special radius )

FIGS. 130, 131, 132

DOUBLE LUG PLATE SENGINEERING DATA DIMENSIONAL DATA

HANGER ROD TAKE OU T

PIPE FIG . 130 FIG . 131 FIG . 132

SIZE RECOM MAX FS

• FS FS OD OFLOAD LB MA X

INSRO DSIZE

W EYENUT

WELDE DEYE ROD

W EYENUT

WELDE DEYE ROD

W EYENUT

WELDEDEYE ROD

SPACE R

650°F 750°F THK A B C B C B C D E R T2 1 130 1010 '/2 3 % 2 % 3 1/4 2 '/4 S/8 1% 3/4 % 3/4 '/4 11 62 %s 1130 1010 1 1/2 4 3 3 1/2 2'/2 1 /2 2 '/2 34 s/8 34 ' 1)(63 1810 1610 % 4 7/8 3 '/2 4 '/8 2 3/4 1 i/8 3 1/4 7/8 3/4 3/4 % 1 X1 63½ 1810 1610 % 4 % 3 3/4 3 7/8 3 3'/8 4 7/s 3/4 3/4 % 11 64 2710 2420 5 Y4 3'/2 4'/2 2 34 4 5 3/4 1 3/4 1 % 1 15 2710 2420 1 3/4 5'/2 3 3A 41/2 2 34 6 1/4 8 1 3/4 1 % 11(66 3 770 3360 '/8 6 /4 -4 1/4 5 3 8 10 1 '/4 7/s 1 1/4 % 15(68 3770 3360 7/s 6 7/s 5 4 7/8 3 12 % 14'/2 1 '/4 1 1 '/4 % 1 516

10 3770 3360 1 1/2 ~% 8 7 3/8 5 1/2 4'/e 3 18'/8 20 1 1/4 1 1 '/4 '/2 15(612 3 770 3360 7/8 7 7/8 6 4 7/8 3 22 % 24 '/2 1 /2 1 1 1/4 1/2 15(614 4960 4420 1 81/ 6 4 34 2'/2 27 344 30 1 1/2 1 1/s 1 '/2 % 1 11(6

) 16 4960 4420 1 1/2 1 8 3/4 6 '/2 4 3/4 2 1/2 32 3/4 3 5 1 1/2 1 % 1 1/2 % 1'31618 4960 4420 1 9 1/4 7 4 1/4 2 37 34 40 1 1/2 1 '/4 1 1/2 % 1 '%620 6230 5560

'/21 1/8 9'/4 7 41/4 2 43 1/4 45'/2 1 1/2 1 '/4 1 1/2 3/4 1 X3 1 6

24 6230 5560 1 /8 10 8 4 2 54 56 13/4 1 1/2 2 3/4 1 5(6

E . MYATT & CO. LTD., TORONTO ONTARIO

9


Fig . 133

Fig . 134

Standard 2-Bolt Pipe Clamp

Heavy Duty 2-Bolt Pipe Clamp

2-Bolt Pipe Clamps are used to suspend un-insulated pipe lines . Attachment to the clampby means of Welded Eye Rods or Weldles sEye Nuts permits movement of the pipe inany horizontal direction .Fig . 133 is normally supplied without loc knuts and spacer .Fig. 134 is supplied with spacer .


Finish - - BlackOrdering - Specify pipe size, figure num-

ber and name .

See Page 13 for Alloy Clamps

FIG. 133

STANDARD 2-BOLT PIPE CLAMPENGINEERING DATA '

DIMENSIONAL DATARECOM MAX RECOM MGR ROD TAKEOUT

PIPE LOAD LB MGR RECOM FS APPROXSIZE FOR SERVICE SPAC- ROD WELDED W EYE wT PER

TEMP ING SIZE EYE ROD NUT 100650°F 750°F (FT) A s c D E F M MATERIAL

Y: 500 450 5 % 11/4 2 '/8 % '16 1% '

x 1 30V4 500 450 6 % 1 1/2 2'/e 11 6 % ~~ 2K6 '4 x 1 35

1 500 450 7 % 1 3/4 2 % _

1 f6 % % 23(6 '/e x 1 361'/4 500 450 8 % 2 2% 1'J6 3/8 % 2~6

a '/8 x 1 401 %s 800 720 9 % 2 1/4 2'/e 1% 1 12 % 2% '/4 x 1 11 02 1050 940 10 1/2 2'/2 3'/4 2 % 1/2 3/4 3'h '/4 x 1 14 1

2Y2 1050 940 11 '/2 2'/e 3 % 2 7/11 '/z 3'h x 1 1493 1050 940 12 '/2 3'/4 4 3'/2 '/2 3/4 3'/e x 1 16 13'/: 1050 940 13 '/2 3 1/2 4'/4 4 1/2 3/4 4 1h '/4 x 1 168

4 1050 940 14 % 3 3/4 4 3/4 4'/2 % '/e 4'/2 '/4 x 1 '/4 2605 1050 940 16 % 4 % 5'/2 51'6 % '/e 5'e 1/4 x 1'/4 28 56 1620 1440 17 3/4 5 6'/4 6% 3/4 1 5'/e % x 1 'h 535

8 1620 1440 19 '/a 6'/4 7'/4 8 % 3/4 1 7 1/8 % x 1'h 67510 2500 2230 22 7 % 8 34 10 34 '/8 1 '/e 8 1/2 1h x 2 140012 2500 2230 23 8 % 9 3/4 12 3/4 '/8 1 '/e 9'/2 'h x 2 1570

14 2500 2230 25 1 9 10% 14 '/8 1 1/8 10% 1/,x2½ 204016 2500 2230 27 1 10 11 1/2 16 '/8 1'/8 11 % 1h x 2'h 237018 3050 2720 28 1 1/8 11 1/4 12 3/4 18 1 1 '/4 12 % % x 2'/2 2700

20 3050 2720 30 1 1/4 12'/4 14 20 1 i/8 1 % 13 % % x 2 1h 364024 3050 2720 32 1 1/4 14'/4 16 24 1 '/4 1 '/2 15 216 % x 3 5230

FIG. 134

HEAVY DUTY 2-BOLT PIPE CLAM PENGINEERING DATA DIMENSIONAL DATA

RECOM MAX RECOM MGR ROD TAKEOU TPIPE LOAD LO MGR RECOM FS APPROXSIZE FOR SERVICE sPAC- ROD WELDED W EYE WT PER

TEMP ING SIZE EYE ROD NUT 10 0

650°F 750°F (FT) A B C D E F M MATERIA L

3 2600 2320 12 3'/4 4'/2 3'/2 3/4 1 4'h '/4 x 2 3203½ 2200 1960 13 3'/2 4 34 4 3/4 1 4 % 1/4 x 2 350

4 3520 3150 14 3 3/4 5 4'/2 '/e 1 4 7 % x 2 7305 3520 3150 16 4% 5% 5'(6 '/a 1 5'/2 % x 2 8006 4880 • 4350 17 5'/4 6 3/4 6% 1 1'h 6% '/4 x 2'h 14908 4880 4350 19 6'/4 7 34 8% 1 1 '/4 7% 'h x 2'h 1730

10 6000 53 50 2 2 7 3/4 9'/4 10 34 1 '/4 1 '/4 9'/i % x 2'h 267012 8680 7750 23 9 1/4 1

'/4 12 3/4 1 '/2 1 % 10',4 3 4 x 3 468014 9120 8150 25 10 12 14 1'/2 1% 11'h 34x3'/2 569016 9120 8150 27 11 13 16 1 '/2 1 % 12'i6 3Xi x 3'h 6150

E . MYATT & CO .

TORONTO ONTARIO

Fig . 133 StandardFig . 134 Heavy Duty

10


Fig . 135

Standard 3-Bolt Pipe Clamp

Material - Carbon steel

Finish - - Black

Ordering - Specify pipe size ,

figure number and name.

Standard 3-Bolt Clamps are an economical way of supporting pipe with maximu m

insulation and maximum loads shown in the data table . Attachment to the clamp by

means of Welded Eye Rod Fig . 440 Page 49 or Weldless Eye Nut Fig . 480 Page 5 2

permits flexible movement of the pipe in any horizontal direction .

The insulation is protected since the clamp is rigidly fixed to the pipe and hingin g

action takes place above the surface of the covering .

Spacer is not normally supplied and is not included in price .

See Fig. 136 Page 12 for Medium 3-Bolt Clamp

FIG. 135

STANDARD 3-BOLT PIPE CLAM PENGINEERING DATA DIMENSIONAL DATA

HGR ROD

PIPE RECOM RE- TAKE OUT APPROXF .S.SIZE

RECOM MAX HGR COM VVT PERLOAD LB FOR

SERVICE TEMPMAXINS

SPAC-ING

RO DSIZE

WELDEDEYE ROD

W . EYENUT

100

650°F 750°F THK (FT) A B C D E F G H K MATERIAL

3/4 610 540 2 6 % 3 3/4 4'/2 1 K6 % % 1 1/2 4 % 2'/4 '4 x 1 651 610 540 2 7 % 3 34 4'/2 15(6 % % 1 % 4% 2'/4 '/8 x 1 671'/4 610 540 2 8 % 4 4 3/4 1 1 (6 % % 1 3/4 4 % 2 % 6 x 1 721' 610 540 2 9 % 4'/8 4 7/8 1'3 6 % 1 2 4'/8 2 3/4 K6 x 1 772 1050 940 2'/2 10 '/2 5'/8 5'/8 2 % 'h 1 2 1/4 5 7/3 3 '/4 x 1 18 54 V2 1050 940 2'/2 11 'h 5½ 6 1/4 2 '/8 '/2 1 2'/2 6'/4 3'/4 '/4 X 1 1953 1050 940 3 12 '/2 6 7 3'/1 '/2 1 2 3/4 6 3/4 3' '/4 x 1 21 53' 1050 940 3 13 '/2 6'/4 7'/4 4 '/2 1 3 7 3 3A '/4 x 1 225

4 1050 940 3 14 % 6'/2 7 34 4'/2 % 1 3 34 7 % 4 7/8 '/4 x 1 1/4 3505 1050 940 3 16 % 7 8'/4 5% % 1 4'/4 8'/8 5 % '/4 x 1 '/4 3706 1620 1440 3'/2 17 3/4 8'/2 10 6 % 3/4 1 '/2 5 9 7/8 6 % % x 1 1/2 7408 1620 1440 319 ' / 8 9'/2 1 1 8 % 3/4 1 ' / 1 6 10'/8 7% % x 1 '/2 81 5

10 2500 2230 4 22 7/ 8 1 1 12% 10 34 ~% 8 1 ' / 2 7'/4 12% 8% '/2 x 2 181 012 2500 2230 4 23 7/8 12 13'/2 12 3/4 7/8 1 '/2 8'/4 13 % 9 % '/2 x 2 1990

14 2500 2230 4 25 1 13 14'/2 14 7/8 2 9'/4 14% 10 ~% 8 '/2 x 2'/2 254016 2500 2230 4 27 1 14 15'/1 16 '/8 2 10'/4 15% 1 1 7/3 '/2 x 2% 332 518 3050 2720 4 28 1 Y8 15 16'/2 18 1 2 11 1/4 16% 1 2 7/3 % x 2'/2 3790

30 3050 2720 4 30 1 1/4 16 17% 20 1 1/3 2 12'/2 17% 14'/8 % x 2'/2 422024 3050 2720 4 32 1 '/4 18 19'14 24 1 '/4 2 14 34 20'/8 16 4 % x 3 5925

Fig. 135

E. MYATT & CO .

TORONTO ONTARIO

1 1


Fig . 136

Fig . 137

Medium 3-Bolt Pipe Clamp

Heavy Duty 3-Bolt Pipe Clamp

Fig. 136 MediumFig. 137 Heavy Duty

Medium and Heavy Duty 3-Bolt Clamps arerecommended for the support of insulate dpipe lines with loads not exceeding thos eshown in the tables .Attachment to the clamp by means of Welde dEye Rod Fig. 440 or Weldless Eye Nut Fig.480 permits flexible movement of the pipe i nany horizontal direction . The insulation isprotected since hinging action takes plac eabove the surface of the covering .

Material - Carbon stee lFinish - - BlackOrdering - Specify pipe size, figure num-

ber and name .

FIG. 136

MEDIUM 3-BOLT PIPE CLAM PENGINEERING DATA DIMENSIONAL DATA

RE- MGR ROD

PIPE RECOM MAX COM RE- TAKEOUT APPRO XPE RF SSIIE LOAD LS MGR COM

FOR SERVICE MAX SPAC- ROD WELDED W EYE 100TEMP INS ING SIZE EYE ROD NU T

650°F 750°F THK (FT) A I C D E F G H K MATERIAL

3/4 950 850 6 3 3/4 4 '/2 1 %'6 % % 1 1/2 4 % 21/8 1/4 x 1 1451 950 850 2 7 3 3/4 4'/2 13(6 % % 1 % 4 % 2'/4 1/4 X 1 1501'/4 1050 940 2 8 4 4 3/4 1'

6 '/2 S/8 1 3/4 4 % 2 % 1/4 x 1 1551 Y2 1540 1380 2 9 4 y e 4 7/8 1 X 316 5/8 1 2 4 7/8 2 34 1/4 X 1 1/4 2502 1540 1380 2½ 1 0 5'/s 5 7/s 2 % 5/ s 1 2 ¼ 5 7/8 3 ' /4 x 1 Y4 2752½ 1540 1380 2 1/2 11 5'/2 6 Y 2 ale % 1 2 1/2 6'/4 3 / 1/4 x 1'/4 2903 1540 1380 3 12 6 7 3'/2 5/s 1 2 3/4 6 3/4 31/ 1/4 x 1 1/4 31 03½ 1540 1380 3 13 61/4 7 1/4 4 6/e 1 3 7 3 3/4 1/4 x 1 1/4 320

4 2500 2230 3 14 6 1/2 7 3/4 4 1/2 3/4 1 3 34 7% 4 7/8 % x 2 7605 2500 2230 3 16 7 8 1/4 5& 3/4 1 4 /4 8 1/8 5 % % x 2 83 56 2860 2550 3'/2 17 8'/2 10 6 % 1 1/ 5 9 7/8 6 % % x 2 1/2 14008 2860 2550 3 Y 19 9 1/2 11 8 % 7/8 1 1/2 6 10 M 7 % % x 2'/2 1560

10 3 240 2900 4 22 11 12 /2 10 3/4 1 1 '/2 71/ 12% 81/s x 2 1/2 218012 3240 2900 4 23 1 2 13% 12 34 1 1 1/ 8 1/4 1 3 % 9 % 1/2 x 21/ 2460

14 4300 3850 25 13 14Y2 14 1 1/ 2 9'/4 14% 10 7/8 % x 3 390016 4300 3850 4 27 14 15% 16 1 1/4 2 10'/4 15 % 11 7/8 % x 3 4200

18 4300 3850 28 15 16'/2 18 1 1/ 2 11 1/ 16 % 12 2/8 % x 3 456520 5500 4900 30 16 17½ 20 1 % 2 12% 17% 14'/8 3/4 x 3 623024 6000 5350 32 18 19'/2 24 1 1/2 2 14 3/4 20'/8 16 7/8 3/4 x 4 9235

FIG. 137

HEAVY DUTY 3-BOLT PIPE CLAM PENGINEERING DATA DIMENSIONAL DATA

PIPE RECOM MAXRE -COM RE-

HGR RODTAKEOUT APPROX

SIZE LOAD LB MGR COM FS WT PERFOR SERVICE MAX SPAC- ROD WELDED W EYE 100

TEMP INS ING SIZE EYE ROD NUT650°F 750°F THK (FT) A C D E F G H K MATERIAL

6 4,800 4,280 3 1/2 17 9 10 1/2 6 % 1 1/s 2 5 10 1/4 6 1/4 '/2 x2'/2 18008 4,800 4,280 3'/2 19 10'/8 11 % 8 % 1 1/8 2 6 / 11 % 7 y2 1/2 x2 1/2 2000

10 6,000 5,350 4 22 11 3/8 12 7/8 10 3/4 11/4 2 1/4 7% 13 1/8 9% %x3 350012 8,000 7,130 4 23 12 %_ 14 1/2 12 3/4 1 % 2 1/2 8 3/4 14 % 10'/2 % x4 520014 9,500 8,470 4 25 13 '/ 15 1/2 14 1 1/2 2'/2 9 34 15'/2 11 3/4 3/4 x4 650016 8,800 7,850

14 27 14 7/s 16 7/8 16 1 1/2 2 1/2 10 3/4 16 7/8 12 3/4 3/4X4 7400

18 13,800 12,300 4 28 16'/4 19 1/4 18 2 3 1/2 12 3/4 18 3/4 151/4 1x4 12,00020 15,300 13,600 4 30 17 1/4 20 1/4 20 2 3 1/2 13 3/4 19 3/4 16'/4 1x5 14,00024 16,300 13,600 32 19 % 22 % 24 2 3 1/2 15 3/4 21 7/8 18'/4 1x6 19,000

E. MYATT & CO.

TORONTO ONTARIO12


Fig. 140A

Fig. 141A

Standard 2-Bolt Pipe Clamp (Alloy)

Heavy Duty 2-Bolt Pipe Clamp (Alloy)

-0I F

Fig. 140A Standard

Fig. 141A Heavy Duty

For suspending bare hot alloy pipes, where pipe clamp and

hanger rod are exposed to elevated temperatures .

Heat resistant ,chrome moly alloy steel welded eye rods are

recommended to meet these conditions .

Hinging action between eye rod and load carrying bolt per-

mits free pipe movement in any horizontal direction .

Alloy clamps may be obtained to any specifications of mate-

rial or dimensions .Material - Clamp - AST\I A 387 grade C 1-1 /4 Cr . 1 /2 N 1o .

Also mailable in grade I) 2-1/4 Cr, 1 \Io.

(Both materials to same loading and service

temperatures up to I(L OF )

Hex bolts AST1i A 193 gr . B7 .

Hex nuts AST11 A 194 jr . 2H .Finish - - -' el ow paint or ident scat on

Ordering - Specify pipe size, figure number, name and alloy

material, grade C or D.

The recommended hanger spacing is not to be applied(1 KIP = 1000 LB)

for service temperatures over 950°F.

FIG. 140A

STANDARD 2-BOLT CLAMP (ALLOY )


RE- RECOM HANGE R

PIP ESIZE RECOM MAX LOAD, KIPS

CO MHG R

SPAC-

CHROM EMOL Y

ALLOY

RO DTAKEOUT

EY E(W APPROXFOR SERVICE TEMP ING ROD ROD) WT PE R

900F 950F 1000F 10S0F (FT)* A G D E F K MATERIAL 10 0

3/4 1 .05 .94 .7 .47 6 1/2 1 / 1 %6 % s'b 2% '/ x 1 9 0

1 1 .05 .94 .7 .47 7 % 1 % 1c6 % % 24 a x 1 11 0

1 ~ 1 .05 .94 .7 .47 8 % 14 11146 % 8 28 % x 1 13 0

1~/= 1 .6 1 .4 1 .0 .7 9 2 1% 1 2% /x1 '/, 14 02 1 .6 1 .4 1 .0 .7 10 24 28 1 3 % x 14 16 0

2'/2 1 .6 1 .4 1 .0 .7 11 8 2% 2% 1 34 % x 1 4 1803 1 .6 1 .4 1 .0 .7 12 2% ' 3% 1 3% 4 x 14 2003% 1 .6 1 .4 1 .0 .7 13 8 3 4 8 1 3% 4x14 30 0

4 2 .6 2 .3 1 .6 1 .1 14 4 34 4% 1 48 8x2 6005 2 .6 2 .3 1 .6 1 .1 16 4 44 5146 a 1 58 8 x 2 6306 3 .0 2 .6 1 .8 1 .3 17 5 6% 1 1 % 68 / x 2 ; z 1050

8 3 .0 2 .6 1 .8 1 .3 19 6 8 S/ 1 1% 7% 8x2% 120010 3 .4 3 .0 2 .1 1 .5 22 7% 10% 1 1% 8% % x 2% 181012 3 .4 3 .0 2 .1 1 .5 23 84 124 1 1 % 9% % x 2% 2030

14 4 .5 3 .9 2 .8 2 .0 25 1 94 14 1 4 2 10% % x 3 342016 4 .5 3 .9 2 .8 2 .0 27 1 104 16 1'/ 2 11/ % x 3 375 018 4 .5 3 .9 2 .8 2 .0 2 8 1 11'/, 18 14 2 12 i % x 3 4080

20 5 .7 5 .0 3 .2 2.5 30 1 % 12% 20 18 2 14% % x 3 438024 6 .2 5 .5 3 .5 2 .7 32 1 % 144 24 1 % 2 16% % x 4 8120

FIG . 141A

HEAVY DUTY 2-BOLT PIPE CLAMP (ALLOY )


RE- RECOM HANGE R

PIP EPIPE RECOM MAX LOAD, KIPS

COMHG R

SPAC-

CHROM EMOL YALLOY

RO DTAKEOUT

EYE APPROXFOR SERVICE TEMP ING ROD(W

ROD) WT PE R900F

950r 1000F 1050F (FT)* A G D E F K MATERIAL 10 0

6 8 .3

7 .3 5 .2 3.7 17 1 4 5 % 6% 1% 1 8 7% %x4 21308 8 .3

7 .3 5 .2 3.7 19 14 8% 1 % 14 8% % x 4 260010 1 L5

10 .0 7 .2 5 .0 22 1 % 8% 10% 14 2 104 % x 4 4230

12 11 .5

10 .0 7 .2 5 .0 23 1% 9% 12% 14 2 114 % x 4 544014 13 .2

11 .6 8 .3 6 .0 25 1 % 10'/, 14 1 % 2% 12% % x 4% 735016 13 .2

11 .6 8 .3 6 .0 27 1% 11% 16 1% 2% 13% % x 4% 8050

18 13 .2

11 .6 8 .3 6.0 28 14 124 18 1 % 2% 14%/ x 4% 885020 15 .0

15 .0 10 .6 7 .5 30 14 13% 20 2 2% 16 1

x 5 1242024 15 .0

15 .0 13 .0 9 .0 32 1 8 15% 24 2 28 184 1%x6 1910 0

E. MYATT & CO. LTD., TORONTO ONTARIO

1 3


Standard 3-Bolt Pipe Clamp (Alloy )

Heavy Duty 3-Bolt Pipe Clamp (Alloy )

Fig . 142A

Fig . 143A

For the suspension of insulated alloy pipe lines . Usewith either Welded Eye Rod Fig . 440 or Weldless Ey eNut Fig . 480 .Hinging action at the upper load bolt is entirely out -side the insulation and permits free pipe movementin any horizontal direction without damage to the in-sulation .

Material ,v; I'll .1 X87 ( ;racic ('(1-1 4 Cr . I 2 1Io )For wr' icC temperature O<cr I k'O 1~ . theclamp k ( ;rode I) (2-1 %4 ('r . 1 \1~) . )Inner I)OIt are ;1ti"~'\I :119; . ( ;r 117 .

Finish - - Yellow paint for identification )Ordering - Specify pipe size, material, figure num-

ber and name.*The recommended hanger spacing is not to be applie d

for service temperatures over 950°F .

FIG. 142A

STANDARD 3-BOLT PIPE CLAMP (ALLOY)

PIPEsin

ENGINEERING DATA

- DIMENSIONAL DATA

AS R100RECOM MAX LOAD KIPS

FOR SERVICE TEMP

,MA X

INSUL

RE-COMMGR

SPAC -ING

(FT)*

MG RRO DDI AA

HANGER RO DTAKE OUT

D E F G H K MATERIA L

WELDE DEY E

RO D`

F SW EY ENUT

C900F 9SOF 1000E 1030E TH K

3/41

1 .051 .05

.94

.94.70.70

.4 7

.472'/22'/2

67

'/2'/2

3 7/s4

4 %4 3/4

1 K61 K6

1/2'h

%%

1 ½1 %

4'/24 %

2'/a2'/4

1/.4 x 1Y4 x 1

135140

1 '/41 ½2

1 .051 .1 31 .13

.941 .1 31 .13

.701 . 01 .0

.4 7

. 7

.7

2'/22'/23'/2

89

10

'/2'/2'/2

4'/45'/2

44'/e56'/4

1 %1 ,

62%

%%

%11

1 3/422'/4

4 3A56 1/4

2 %2 3/43

'/4 x 1',4x1'/4'/4 x 1 '/4

145235265

2 ' /:33 %i

1 . 1 31 .61 .6

1 .1 31 .41 .4

1 . 01 .01 .0

. 7

.7.7

3'/23'/23'/2

1 11 213

Y / 5 3/ 4 6 1/27'/47'/2

2 7/e3'/24

s34%

111

2 Y2 3/43

6 Y277'/4

3 1/43'/23 34

Y4 x 1 1/4x 1 '/4x 1 '/4

27529031 0

%%

6'/46'/2

456

2 . 62 . 63 .0

2 . 32 . 32 .6

1 . 61 . 61 . 8

11 11 . 11 . 3

3'/24'/2

_ 4 ' / 2

1 41 61 7

3/43/47/ 8

7a '/29 ' /4

8'/49 3/4

10 %

4'/25.46 %

3/43h

1

111 1/2

3 3/44 %45

8'/e9 %

10%

4 7/e5 %6%

% x 2% x 2% x 2 1/2

740840

1250_

8 3 .0 2 .6 1 .8 19 7/ 10'/4 11 '/2 8 % 1 1 1/2 6 11 4/8 7 % % x 2 Y2 14401 .3 4'/210 3 .4 3 .0 2 .1 1 .5 5 22 7/8 11 3/4 13 10 3/4 1 1 '/2 7 Y4 13'/8 8 % '/2 x 2'/2 207512 3 .4 3 .0 2 .1 1 .5 5 23 7/e 12 3/4 14 12 3/4 1 1 1/2 8 1/4 14 %I 9% Y2 x 2'/2 2340

14 4 .5 3 .9 2 .8 2 .0 5 25 1 13% 15 1/4 14 1 1/4 2 9'/4 15 1/4 1 0 7/8 % x 3 395016 4 .5 3 .9 2 .8 2 .0 5 27 1 14% 16 Y4 16 1 1/4 2 10'/4 16% 11 7/8 % x 3 420018 4 .5 3 .9 2 .8 2 .0 5 28 1 13% 17'/4 18 1 1/4 2 11 '/4 17'/4 12 7/8 % x 3 4550

a20 5 .7 5.0 3 .2 2 .5 5 30 1 '/e 16% 18% 20 1 % 2 12'/2 a 18'/2 14'/8 3/4 x 3 581 024 6.2 _ 5 .5 3 .5 2 .7 5 32 1'8 19 20% 24 1,'/2 2 14 3/4- 21'/e _ 1 6 7/8 3/4 x 4 9150

.,.

E . MYATT & CO. LTD., TORONTO ONTARI O

Fig. 142A StandardFig. 143A Heavy Duty

(1 KIP = 1000 LB )

FIG. 143A

HEAVY DUTY 3-BOLT PIPE CLAMP (ALLOY )....


RE- HANGER RO D

COM TAKE OUT APPROXPIP ESIZE HGR HGR WELDED FS WT PER

100RECOM MAX LOAD KIPS MAX SPAC- ROD EYE W EYEFOR SERVICE TEMP INSUL ING DIA ROD NUT

900E 9S0F 1000E 1050F THK (FT)* A II C D E F G H K MATERIAL

6 8.3 7 .3 5 .2 3 .7 4'/2 17 1 '/4 9 7/e 11 % 6 % 1 '/2 1 3/4 5'/2 11 7/e 7 Y2 '/2 x 4 3 240

8 8 .3 7 .3 5 .2 3 .7 4 '/2 19 1 '/4 0 7/8 12 % 8 % 1 '/2 1 3/4 6'/2 12 7/I 8 Y2 '/2 x 4 370010 11 .5 10 .0 7 .2 5 .0 5 22 1 % 12 3/4 14 3/4 10 3/4 1 34 2 8'/4 4 3/4 10'/4 3/4 x 4 6200

12 11 .5 10 .0 7.2 5 .0 5 2 3 1 '/2 3 3/4 15 3/4 12 3/4 1 3/4 2 9'/4 15 3/4 11 '/4 3 4 x 4 675014 13 .2 11 .6 8.3 6.0 5 25 1 3/4 14 3/% 17 7/8 14 1 7/8 2'/4 10'/4 7 12 % 7h x 4'/2 9520

16 13 .2 11 .6 8 .3 6 .0 5 27 1 3/4 5 3 4 18 7/8 16 1 7/8 2'/4n

11 '/4 18 13'/2 _7/I x 4 % 10220

18 13 .2 11 .6 8 .3 6.0 5 28 1 3/4 16 3/4 19 % 18 1 7/1 2 % 12'/4 9 14 % 7/8 x 4'/2 10820

20 15.0 15 .0 10.6 7 .5 5 30 1 3/4 18 21 '/8 20 2 2'/4 13'/2 20 % 16 1

x 5 14900

24 15 .0 15 .0 13.0 9.0 5 32 1 3/4 . 20 % _23% 24 _ 2 2'/4 15 3/4 23 % 18 % 1'4 x 6 2291 0

14


Hangers for Copper Tubing

APPLICATIONThe suspension of copper tubing presents a challengin gproblem in corrosion. While many books have been writte non this subject, the basic problem is the electro-galvanicaction between steel and copper .

Non-ferrous hangers for normal service are either toolight or too costly. Steel hangers are not satisfactory .Copper plated steel hangers have many advantages in pre -venting this localized corrosion under normal atmospheri cconditions .

If local corrosion conditions are severe due to acid fumes ,extreme humidity, etc ., copper plated steel is not satis-factory and special materials must be used. We are pleasedto review corrosion problems with you and to offer sugges-tions if you so desire .

COPPE RTUBING

NOMINALACTUA L

OUTSID ESIZE DIAMETE R

% %3/4 7/8

1 1 1/81 1/4 1 %1' 1 %2 2 '/82½ 2 %3 3'/83½ 3 %4 4 1/85 5 '/86 6'/88 8'/8

10 10 1/812 12%

SIZING AND SELECTIONAny steel hanger (rods, etc .) may be obtained copper plated and in general are entirely satisfactory .Any attachment however which depends on clamping action on copper tubing, must be made in size forthis application. The O.D. of standard copper tube is shown for reference .

Fig. 15OCT, Fig . 151CT, Fig . 152CT and Fig. 153CT shown on pages 15 to 17 represent the most pop-ular standard items for use with copper tubing .

Fig . 150 CT

Copper Plated Riser Clamp

Copper Plated Riser Clamps are made to fit tigh ton copper tube .Clamps may be soldered to the pipe if desired .Standard clamps have B = C = 4 inch, but ends maybe obtained any length to order .

FIG. 150 CT

COPPER PLATED RISER CLAM PMAX APPROX

TUBING RECOM BOLT WT PE RSIZE LOAD MATERIAL DIAM 100

'/Z 255 8GA x 1 % 99S/4 255 8GA x 1 % 12 6

1 255 8GA x 1 % 1261 '/4 255 8GA x 1 3/8 13 21'/2 255 8GA x 1 1/a 3/8 1402 255 8GA x 1 '/4 % 14 72½ 390 8GA x 1 ¼ 3/8 1563 530 3GAx 1'/4 % 1663½ 530

-3GAx 1'/4 % 263

4 670 1/4 x 1 1/2 '/2 3 25

Standard Riser Clamps for steel pipe are Fig . 182 Page 25 .

E . MYATT & CO .

TORONTO ONTARIO

Fig. 150 CT

Material - Carbon steelFinish - - Clamps and bolts all com-

pletely copper plated.Ordering - Specify nominal tubing size ,


1 5


Fig . 151 CT

Copper Plated Clevis Hange r

Fig . 151 CT

Copper Plated Clevis Hangers are recommended as the best general-purpose pipe hangers availabl efor the support of uninsulated copper tubing .

They afford adequate visible adjustment which can be made after installation . Hangers can be lockedin position, after adjustment, by means of the upper nut on the hanger rod .

Material - Carbon steelFinish - - Hanger and bolt completely

copper plated .Ordering - Specify tubing size, figure

number and name .

Standard Clevis Hangers are Fig . 124 page 5 for steel pipe .Light Duty Clevis Hangers are Fig. 122 page 4 for steel pipe .

For insulated copper lines, particularly dual temperature or refrigeration service, see insulationshield assembly page 31 .

FIG. 151 CT

COPPER PLATED CLEVIS HANGERENGINEERING DATA DIMENSIONAL DATA

TUBING RE- AD- APPROX

SIZE COM TAKE- JUST- WT PERMAX ROD DIA OUT BOLT DIA MENT MATERIAL loo

LOAD LB A B C D E F UPPER LOWER

%2 150 % 1 1716 1 7/e '/4 1/4 16GA x

7/8 16GA x

7/8 1 43/4 150 3/8 1 1/4 1 3/4 2'/4 '/4 % 6GA x

'/8 16GA x

'/8 1 51 250 3/8 1 % 2'/4 2 1 36 '/4 3/4 3GA x

7/8 3GA x

7/8 241'/4 250 3/8 1 3/4 2 % 3 '/8 '/4 3/4 13G A x

7/8 13G A x

l/8 251'/2 250 % 2% 2% 3'/8 '/4 1'/8 3GA x

7/8 3GA x

7/8 3 12 250 % 2% 33i 6 4 )(6 '/4 1 '/4 3GA x

7/8 3GA x 402 1/2 350 '/2 3 3/4 4 % 6'/4 '/4 1 3/4 1 OGA x 1 '/4 1 OGA x 1 903 350 '/2 3 3/4 4 3/4 6 5/8 '/4 1 '/2 1 0G A x 1 '/4 1 OGA x 1 '/4 1003 'A 350 /2 3 3/4 4 3/4 6% '/4 1 '/2 10GA x 1 '/4 10GA x 1 '/4 100

4 350 '/2 4'/4 5 '46 7'/4 5A6 1 '/2 1 0 G A x 1 '/4 10GA x 1 '/4 11 75 1800 % 4' /2 5'/8 8%6 '/2 1 '/2 x 1 '/2 3(6 X 1 'h 3406 1940 3/4 5'/8 6 3/4 1 0 'X(6 '/2 1 3/4 5 6 x 1 '/2 3(i6 x 1 '/2 46 18 2200 3/4 6'/2 8'/2 12% % 2'/e %x1 1/2 1/4 x 1 '/2 733

10 3770 8 10 15% 3/4 2 '/2 % x2 '/4x2 94412 3770 _

7/8 9 _

11'/4 17% 3/4 2% '/2 x2 % x2 1759

E. MYATT & CO .

TORONTO ONTARIO16


Fig . 152 CT

Copper Plated Adjustable Rin g

Copper Plated Adjustable Rings are recommendedfor normal service on copper tubing. For bestresults a locking nut should be used on the hangerrod as illustrated.

Material - Carbon steelFinish ' - - Completely copper platedOrdering — Specify tubing size, figure

number and name .

h steel pipe .See ;"

OBSOLETE

SEENEW PROD

UC

B

C

1 %2

11

44 %4'/84 %

T SECTION

''/41

1'/4

22 ½33½4

ADJUSTABLE RING'NSIONAL DATA

AP-PROXWTPER

E

100

Fig. 152 CT

61 061 061 061 061 0970970970

1250

D

%

1 1/8

2'h

2'h

1

1 6%

1%

2'/2

3%

1 1/4

2 1%

1 3/4

3

41/i

1%

292 1/4

'/2

2 %'/2

2 %'/2

2%

5 1/4666 1

2 '/42%

22 1181 %1 %

11

36414 143

1 01 1

Fig. 153 CT

Copper Plated Band Hanger

Copper Plated Band Hangers are recommended forthe support of copper tubing where a band type hange ris desirable. Suggested hanger assemblies ar eshown on page 1 of this catalogue .

Material - Carbon stee lFinish - - Hanger and bolt cnn nletely

copnp ''Or''

igure

ipe .

UCT SECTb0T

ANGER

APPROXWT °ER

10 0

2%:

2403

240240

4

320

E. MYATT & CO .

TORONTO ONTARI O

Fig. 153 CT

OBSOLETE

SEENEW VRO

T

3/411 1/4

1'/22

240240240240240

x 16GA'/8x16GA

1 x 12GA1 x 12GA1 x12GA1 1/4 x 12GA

x 16GAx 14GA

1 x 14GA

BOLTEMATERIAL

x 3/41/4 x 3A

'/4 x 1

1/4 x 3/41/4 x

1 31 72438444458

1 012

17


Fig . 154

Steel Hook Plat e

Steel Hook Plates are designed for use with pipe coils, thepipe centres 'A' are for standard return bends .

Standard strips are supplied with the number of hooks shownin the data table . As many hooks as desired can be cut offeasily at the ribs shown, or strips may be ordered cut tolength with any number of hooks required .

Material - Carbon stee lFinish - - BlackOrdering - Specify number of strips, pipe

size, figure number and name .

ATEiIONAL DAT A

OBSOLET E

SEENEW PRODUCT SECTION PLATEHOOK

MATERIAL

AP-PRO XWTPE R

STRI P

In 30

1S 5525

3'/220 4'h

910

1 '/81%

7 8

9 19 19 1

3'h4'h

• x 2'/8 x 2'/8 x 2• x 2

ILLUSTRATION i SA

Fig . 155

Refrigeration Coils, Cooling Coils, Heating Coils and Mul-tiple Supply Lines may require special consideration. Theillustrations show types of special hangers which have helpedto overcome this kind of problem .

We are pleased to make quotations from your blue prints ,drawings, or sketches and to offer suggestions or forwar d

ILLUSTRATION 1 N

designs if you so desire .

Wall Pipe Suppor t

Wall Pipe Supports are designed to support piping as close to a wallas possible . They are intended for heavy duty service when there i sno appreciable pipe movement. When provision for expansion is re-quired a wall bracket and roller type support should be used .

Modified wall supports may be obtained to special specifications .

FIG. 155

WALL PIPE SUPPORTENGINEERING DATA DIMENSIONAL DATA

PIPE RECOM RECOM APPROX

SIZE MAX HGR WT PERLOAD

LSSPAC-ING t C D H MATERIAL

100

2 % 350 11 2 10'/4 3/4 1/4 x 1 '/4 2403 350 12 2 % 10 % 34

X16 '/4 x 1 '/4 2453%: 350 13 2'h 11'/4 34 ,(6 '/4 x 1'/4 2504 350 14 2 34 11 3/4 3/4 x 1'/4 31 05 500 16 35(6 12 7/8 1 1 16 '/4 x 1 '/2 3956 500 17 3 ' 16 13'/8 1 '1(6 '/4 x 1 'h 435

8 '

1100 19 5'/8 16'/8 1 '/4 % % x 2 106010 2000 20 6 % 18'/4 1 '/4 % 'h x 2'h 165012 2000 20

_ 7 % 20'/4 1 '/4 % 'h X 2'h _ 1880

E. MYATT & CO.

TORONTO ONTARIO

Fig. 155

Material - Carbon steelFinish - - BlackOrdering - Specify pipe size ,

figure number andname .

18

Section 1

PIPE ATTACHMENTS

Fig. 156

Single Pipe Hoo k

Single Pipe Hooks are designed to meet the require-

ment for a single-fastening, simple wall hook . These

steel hooks may be welded to any steel member .

Hooks may be obtained to any given specifications .

Standard sizes are suggested for your convenience .

Material - Carbon Stee l

Finish - - Black

Ordering - Specify pipe size, figure number an d

name.

FIG. 156

SINGLE PIPE HOOKENGINEERING APB

APDATA DIMENSIONAL DATA

pnoxRECOM RECOMPIPE WTSIZE MAX HGR PERLOAD,

LBSPAC-ING C D H MATERIAL

PER

Y2 50 5 13(6 '(6 36 X 1 53A 50 6 1 % 1 X16 X16 36 X 1 8

1 65 7 1 X16 1% 716 fib x 1 24

1'/4 65 8 1 % 1' 16 2 61% 65 9 1'146 2 X16 3(6 x 1 30

2 65 10 23f6 2~6 3 2

ZYs 100 11 216 2 1

6 X16 36x 1'/4 45

3 160 12 2 '% 6 3 % X16 '/4 X 1 '/4 90

3% 220 13 3 '/4 4 1/8 ''/ 6 '/4 x 1'/2 110

4 220 14 3 3/4 4 % % x 1 '/2 132

Fig . 157

Offset Pipe . Hoo k

Offset Pipe Hooks are intended for the support of ligh t

duty piping close to walls or beams. The offset pro-

vides clearance for couplings and small fittings .

Hooks may be obtained to any given specifications .

Standard sizes are suggested for your convenience .


Finish - - Black

Ordering - Specify pipe size, figure number and

name.

FIG. 157

OFFSET PIPE HOO KENGINEERING

DATA DIMENSIONAL DATA AP.

PIPE RECOM RECOMPROX

SIZE MAX HGR ERLOAD, SPAC- 100100

LB ING `

C D E H MATERIA L

Y2 25 5 13 6̀ 7/8 5(6 6 x

7/8 1 83/4 25 6 1 3/8 1 116 1 3f6 X

7/8 201 50 7 1 36 1% 716 6X 1 26

1'/4 50 8 1 % 1 13% 2 81 V2 50 9 1% 2 1 j 6 3{6 x 1 332 50 9 23f6 2746 352Y 65 9 236 2 1 5(6 1'/4 X16 x 1 '/4 553 90 9 2% 3% 1 Y2 1 6 '/4 x 1 '/4 963Ys _

120 9 3'/4 4'/8 1 '/2 1 )1'8 '/4 x 1'/2 1204 120 9 : 3 3/4 4 % 1 1/2 '3i' x 1 Y2 140

Fig. 1 56

Fig. 157

E. MYATT & CO.

TORONTO ONTARIO

19


Fig . 159

Forged Steel , Drive Hook

Forged Steel Driv e Hooks affor d a strong , durablesupport for vertical or horizontal soi l pipe , or drainpipe. They are carefully manufactured to give theeasiest possible installation in brick , mortar or

OBSOLETE

SE E

NEW PRODUCT SECTION

size, figure number and

Fig. 160

Single Hole Pipe Clam p

Single Hole Pipe Clamps are designed to secure pipeor conduit tight against any surface .

For heavy duty service see Fig . 162 Page 21.

Material - Carbon steelFinish - - BlackOrdering - Specify pipe size , figure number and

name .

FIG. 160

SINGLE HOLE PIPE CLAM P

RECOM AP -

PIPE HANGER PRO X

RSIZE SPACING DIMENSIONAL DAT A(FT) PE RD HC MATERIAL 100

/2 5 1 3/6 7/8 (6 118

x 1 1 4

3/4 6 1 516 1 ~6 % 1/8

x 1 1 51 7 1'/i6 1% 716 V8

x 1 1 9

IN 8 1 3/4 ~ 1 % 2 51½ 9 1 '/3 2 K6 6 x 1 1272 10 227/ 6 3 5ZY2 11 2 % '/4

X 1 '/4 703 12 3'/8 3 9/16 '~6 '/4

X 1 '/2 1003' 13 3 3/a 4'46 '/4

x 1 1/2 11 54 14 3 % 4% 1K6 '/4 x 1 Y2 130

E. MYATT & CO .

TORONTO ONTARIO

Fig . 159

FIG. 159

FORGED STEEL DRIVE HOOK

PIPE APPROXDIMENSIONAL DATA WT PERSIZE A B C

.—r100

2 3/4 3 '6 6'le 583 3/4 5/6 6 % 6 54 3/4

7 % 80

6 1 % 9 1/2 140

Fig . 160

20


Fig . 161

Soil Pipe Bracket

Soil Pipe Brackets are made to secure soil pipe tightagainst any surface . Allowance is made in the depth

of these brackets (dimension 'A') for the hub of th e

pipe as shown in the illustration .

For steel pipe see Fig. 162 page 21 .

ILLUSTRATION 21 A

FIG . 161

SOIL PIPE BRACKET

PIPESIZE

DIMENSIONAL DATAAPPROXWT PERW T PER

C D1

A y H MATERIAL 10 02 33(6 4 3/4

1

2K6.

~6X6 x 1 '/4 67

3 4% 6 3'6 '/4 x 1 '/4 12 34 5 % 7'/4 4 6 ,

, 1796 7% 9 '/2 6% 16

x/4

1 /2 234

8 9 3/4 11 3/4 8 -i/4-3/4 "/(6 % x 1 1h 46010 11 % 14 1/8 10'/8 ' 36 % x 2 68612 14

_ 16% 12'/8 13 8 'h x 2 1158

Fig . 162

Heavy Duty Pipe Clip

Heavy Duty Pipe Clips are designed to secure stee lpipe tight against any surface . These clips are made

from steel and are recommended for use in almost

any circumstances in which a pipe is to be fastene d

securely against a steel, wood, or concrete surface .

Pip e ('lies may be obtained in alloy steel for hig h

or to special dimensions to your

For soil pipe see Fig. 161 Page 21 .

FIG. 162

HEAVY DUTY PIPE CLI P

PIPE DIMENSIONALAPPROX

SIZEDATA WT PE

RE R

C DA H MATERIAL 1003/4 3'/8 1 '/8

' '6

1 271 1 '/4 3% 1% x3 2

1' 1 % 3 3/4 1 1

6 4011 '/8 4 '/4 2 K16 )f6 x 1 '/4 4 82 26 4 3/4 .- 2 ~6 5 52 Y2 2 3/4 5 3/4 2% 903 3% 6 3%6 x 1 '/4 1053 Y2 3'/8 6'/e 431/6 11 5

4 4% 7'/4 4 i6 1585 5i6 8'/4 5 s/8 x 1 '/2 18 86 6 1/2 9'/2 6 3/4 21 58 8 1/2 11 3/4 8 3/4 '~16 %x 1 420

10 10 S/8 14 % 10'/8 13(6 % x 2 63012 12% 16% 12'/8 % 'h x2 1080

Fig. 161


Finish - - Black

Ordering - Specify pipe size, figure

number and name .

Fig. 162


Finish - - Black

Ordering - Specify pipe size, figur e

number and name .

temperature s

specifications.


21


Fig . 170

Offset Pipe Clam p

Fig. 170

Material - Carbon stee lFinish - - BlackOrdering - Specify pipe size, figur e

number, name and anyspecial dimensions .

Fig . 1,72

FOR PIPE SIZES4"TO12"

For insulated pipe with Protection Saddle ssee page 28 for selection of proper hangersize. (Effective Hanger Size)

Offset Pipe Clamps are used to support pipe a shortdistance from any surface . This is a typical standard-ized design of a "special" item suggested for con-venience . Special brackets may be obtained to yourspecifications. We are pleased to offer suggestionsor to supply designs if you so desire .

FIG. 170

OFFSET PIPE CLAMPFIG. 170

OFFSET PIPE CLAMPAP-

PIPE PRO X

SIZE WTDIMENSIONAL DATA PE RA B D E H MATERIAL 100

2 3~6 6 % 9 Y4 % X 16 '/4 x 1 '/4 2702 Y2 3746 6'/8 9 s/8 % K6 '/4 x 1 '/4 2 9 53 3 3/4 7 '%6 1 0 '/2 % X 16 '/4 x 1 '/4 31 53' 4 8 Y4 10 r/8 % X16 '/4 x 1 '/4 3304 4¼ 9 % 12 '/4 '/2 '16 '/4 x 1 '/2 41 05 4 3/4 11 • 14 '/2 i6 '/4 x 1 Y2 4706 51'6 13 16 Y2 x 1 1/2 5008 616 15'/8 19 Y4 Y2 1j 6 % x 1 1/2 880

Trapeze Saddle Hangers are intended foruse where low headroom or interference sdo not permit the use of single rod typehangers .Standards are suggested but modified han-gers may be obtained to your specifi-cations.

Material - Carbon steelFinish - - BlackOrdering - Specify pipe size, figure

number and name .

Fig . 172FOR PIPE SIZE S

14" TO 24"

.

rFIG. 172

TRAPEZE SADDLE HANGERENGINEERING DATA DIMENSIONAL DATA

HANGER RECOM HGR ROD APPROX

SIZE MAX DIA WT PER

LOAD LB A C D E T MATERIAL 100r--

4 280 2 7'/2 4 % 9 - Y4 x 1 '/4 85

5 280 Y2 2 8 3/4 5 % 10'/4 - '/4 x 1 '/4 1006 710 s/8 2 1/2 10

-~- 6 3/4 1 1 3/4 % x 1 '/2 21 0- 8 1450 % 2'/2 12 % 8 3/4 15'/4 x 2'/2 505

10 2250 3/4 2 7/8 1 S ' 10 7/8 18¼ % x 2'/2 93512 3150 7/8 3 16 3/4 12 7/8 19 - %x2 1/2- 1035_14 3500 '/8 2 1/2 22 14 '/8 25 Y4 Y4 x 3 1205

16 4400 %/e 2 1/2 2 4 16'/8 2 7 Y4 % x 3 '/2 190018 7500 1 3 26 18'/8 29 % 1/2 x 3 y2 2940

207500 1 3 28 20 1/8 31 3/8 x 3 Y2 306524 7500 1 3 30 24'/8 33 % '/2 x 3 '/2 3295

E. MYATT & CO .

TORONTO ONTARIO22


Fig . 173

Standard Trapeze Hange r

Trapeze Hangers are used for the sus-pension of pipe where limited head room ,piping or structural interference, preventsthe use of a single rod type hanger .Dimension `S' indicates the maximum siz ePipe Covering Protection Saddle which canbe contained within the spread of the U -Bolt .


FIG . 173

STANDARD TRAPEZE HANGER

ENGINEERING DATA-

-

- APPRO X►I~ RECOM MAX LOAD ! 750 ` E RECOM

RODMAXmin MATERIAL WT

K RSIZE

AT MIN- -

AT MAX-

SIZE TNK10 0

(Am C)t LB C LB A B S G

2 9'/2 1220 18 665 % 1'/2 1 3N6 l2

x2

x3502' 10 1200 18 665 '/2 1 '/2 1 '/2 3" 1‘ L2

x2

x'/. 41 0

3 11 1700 24 780 '/2 1'/2 1'/2 4 L2'h x2'/2 x'/, 54 53'h 12 1560 24 780 i/2 1'/2 2 4'/, L2 Y2 x2'/2 x'/, 58 5

4 12'2 1560 24

' 780 '/2 1 '/2 2'/2 4'/2 l2'/2 x2 '/2 x' 61 05 13'/2 2040 30 930 '/2 1'/2 2'/2 5 13

x3

x'/4 76 06 14'/2 2600 36 1100 % 1 % 3 6' 16 l3'/2 x3'2 x'/, 1060

Fig. 174

Heavy Duty Trapeze Hange r

TYPE A

f!I

S

SPECIFY INSULATION THICKNESS

TYPE B

/ I G+ S

A

1

Finish - - Prime coat corrosion re-sistant paint .

Ordering • Specify pipe size, figurenumber, type, name, insu -lation thickness and di-mension C .

Order Pipe Covering Saddles separately .

TYPE A

Trapeze Hanger Assemblie sare furnished completely welded

A

I

III

I

s+s

I .'

A`-SPECIFY INSULATION THICKNES S

TYPE B`- SPECIFY INSULATION THICKNESS

TYPE C

S3/16"ENDPLATE S

B

FIG. 174

HEAVY DUTY TRAPEZE HANGE RENGINEERING DATA DIMENSIONAL DATA

RECOM MAX RECOM MAX APPROXLOAD @ 750° FPIPE ROD INSUL WT PE R

SIZE AT MIN AT- B to B MATERIAL

100

C LBMA XC LB

SIZEA B

TH KS G

OFCHANNELS (MIN C)

4 12 1/4 2020 54 1950 1/2 1 3/4 2 1/2 7 1 1/2 3

] [

4 .1 141 55 13 1/2 2020 54 1950 1/2 1 3/4 2 1/2 7 % 1 1 3

] [

4 .1 1650_ 6 15 Y4 3230 36 2960 % 2 3 8 % 1 1/2 3

] [

4 .1 20258 17 1/4 3230 36 2960 S/8 2

_3 9 % 1

_

2 3

] [

4 .1 2225110 21 4830 42 4100 3/4 2 1/4 3 11 3/4 2 4

] [

5 .4 355512 23 6730 42 4100 7/8 2 1/2 3 1/2 13 2 4

] [

5 .4 430514 24 1/4 6730 42 4100 7/8 2 1/2 3 1/2 13 3/4 2 4

] [

5 .4 447016 26 1/4 7500 48 6000 7/8 2 1/2 3 1/2 15 3/4 2 5

] [

6 .7 555018 28 1h _8850 54 7600 1 2 1/2 3 1/2 17 3/4 2 6

] [

8 .2 703020 30 Y2 8850 54 7600 1 2 1/2 3 1/2 18 3/4

_2 6

] [

8 .2 744024 34 1/2 8850 54 7600 1 21/2

_ 3 1/2 20 3/4 2 6

] [

8 .2 8220

E . MYATT & CO.

TORONTO ONTARIO23


Fig . 175

Underground Bell Clam p

Underground Bell Clamps are recom-mended as a safety device to be use don bell and spigot or mechanical join tcast iron pipe . This added reinforce-ment is necessary in any case of re-versal, stoppage, or change in directionof flow.Plate washers as shown in the illustra-tion are supplied with each clamp .Clamps in stock are dimensioned to fi tunderground pipe with O .D. as shown ,but can be supplied to fit special diam-eter pipes when required .Clamps may be obtained for larger di-ameter pipe to order .

Material - Carbon stee lFinish - - BlackOrdering - Specify pipe size, figur e

number and name .Note - Specify pipe O.D. for

sizes over 12" nominaldiameter . (see page 78)

Underground Clamp Assemblie s

SINGLE JOINT

1 /8 BEND

PLUG

Fig. 175

FIG. 175

UNDERGROUND BELL CLAM PNOMI -

NAL DIMENSIONAL DATA APPROX

PIPE PIPE BOLT TIE ROD WT PER

SIZE O .D. DIAMETER DIAMETER MATERIAL 1

3 3.96 54 5/8 6 x 1 1/2 4404 4.80 3'E 5/8 3(6 x 1 y2 4756 6.90 % 3/4 %x1Y2 675_8 9.0 3/4 3/4 % x 2 1065

10 11 .1 3/4 3/4 Y/2 x 2 155012 13.2 3/4 '/2 x 2 172514 SPECIFY 3/4 34 ~

x 2 197516 SPECIFY 7/8 7/8 Y2 x 2 Y2 265018 SPECIFY 1 1 % x 3 4900

Fig. 177Fig. 176X

Fig. 178

1 /4 SEND

Fig. 179

TE E

Fig. 180


number and dimension "X".Note - Specify pipe O .D. for sizes

over 12" nominal diameter .(see page 78)

E. MYATT & CO .

TORONTO ONTARIO24


Fig . 182

Standard Riser Clam p

Standard Riser Clamps are suitable for use on either stee lpipe or soil pipe . The clamp grips the pips tight and form sa solid support . The clamp may be tack welded to steel pipeif desired .Ends may be obtained any length to your specifications .Clamps for special O .D. pipe are available .

See Fig. 15OCT Page 15 for use with copper tube .

FIG. 182

STANDARD RISER CLAM PENGINEERING DATA DIMENSIONAL DATA

PIPE RECOM APPROX

SIZEMAX WT PERLOA D

LB DBOLTSIZE MATERIAL

100

200 9 1/4 3h 8GA x 1 12 6a/4 255 9 % % 8GA x 1 12 6

1 255 9 % % 8GA x 1 1321'/4 450 10'/s 3/8 8GA x 1 '/4 1401'/s 450 10 3,4 % 8GA x 1'/4 1432 450 10 7/8 % 8GA x 1 '/4 1532 %s 600 11 '/4 3/8 8GA x 1 '/4 2463 600 12 3/8 8GA x 1 '/4 26 33V2 810 13 '/2 '/4 x 1'/2 3254 810 13 '/2 1/2 1/4

x 1 1/2 3 4 15 1400 14'/2 '/2 1/4 x 2 50 16 1400 15'/2 '/2 1/4 x 2 55 18 2200 18½ % % x 2 984

10 2200 20 3/4 % % x 2 112 112 2 700 22 34 % 1/2 x 2 1641

Fig . 183

Heavy Duty Riser Clamp

Heavy Duty Riser Clamps are recommended for use with loads not exceeding thos eshown in the data table when B = C = 4 in . The clamp should be tack welded to the pip eor lugs should be welded to the pipe above the clamp to insure positive support . Riser

clamps for special O .D. pipe and to any material specifications may be obtained whenrequired .

Great care must be used when selecting riser clamps with long ends and heavy loads - -please see page 27 .

FIG. 183

HEAVY DUTY RISER CLAMPENGINEERING DATA DIMENSIONAL DATA

PIPERECOM APPROX

SIZE MAX WT PE RLOAD

LB DBOL TSIZE MATERIAL

10 0

2 1200 10 3/4 1/2 % x 1'/2 3932 Y2 1200 11 1/2 3/8 x 1 '/2 40 13 1200 12 '/2 %x1'/2 4333'/z 1200 13 1/2 % x 1 '/2 4654 1200 13½ '/2 % X 1 '/2 51 55 2200 14'/2 % % x 2 7256 2 200 15½ % % x 2 7958 2200 18 % % x 2 1200

10 3400 20 3/4 1/2 x 2'/2 176012 3400 22 L

3/4 '/z X 2'/2 204014 3700 23'/4 3/4 % x 2 Y 272016 3700 25'/4 3/4 % x 2'/1 297518 3700 27'/4 3/4 % x 2'/2 333 520 3700 29'/4 3/4 5/8 x 2Y2 3550

E. MYATT & CO .

TORONTO ONTARI O

Fig . 182

STANDAR DB=C 4"

Material - Carbon steelFinish -

Blac kOrdering - Specify pipe size, figure

number and name .

D

Fig . 183HEAV Y

B= C=4"

Material - Carbon stee lFinish - - BlackOrdering - Specify pipe size, figure

number and name .

25


Fig . 190

Fig. 191

4-Bolt Riser Clamp

6-Bolt Riser Clam pFour and Six-Bolt Riser Clamps are designed for the sus -pension or support of vertical risers in critical piping sys-tems . Pipe spacers on the inner bolts maintain clearanc ebetween pipe and clamp to permit radial pipe expansion .Four holding lugs, each welded along three edges to the pipe ,carry the pipe load in shear ; these lugs will be furnishe dupon request . Jam nuts on cross-bolts assure positive bolt-ing action during service .Fig. 190 Clamps are made of material 6 inches maximu mwidth .Fig . 191 Clamps are made of material greater than 6 inche swide .

Material - Carbon Stee l:1' ailal)Ic in alloy material (sec table I l)Cl4i'' )

Finish - - rime coat corrosion resistant paint .Alloy materials painted yellow for identifi-cation .

Ordering - Specify (1) pipe O.D. (2) hanger load (3) de-sign temperature (4) dimension 'D' or cente rto center of hanger rods .

MORETHAN

Selection of the proper Riser Clamp will be made by ou r---~.

Engineering Department from this data . Method of selectionis shown here for your general information .

Example : Given 12" IPS (12-3/4" OD), 8000 lb pipe load 1000°F design temperature .28-3/4" C to C hanger rods - or - D = 8" (Normally set by insulation an dclearance requirements . )

(a) From Table I, the recommended material for 1000 0 F Temp. is 1-1/4 Cr, 1/2 Mo and th eLCF = 1 .5 for this material .

(b) Pipe Load X Load Corr Factor (LCF, Table I) = Corrected Load .8,000 lb x 1 .5

= 12,000 lb(c) Hanger rod cantilever " D" , if not supplied, is determined from the hanger rod C to C dimen-

sion . D = C to C - Actual Pipe OD = 28-3/4" - 12-3/4",2

2(d) See Chart on page 27 and locate the point determined by intersection of the Corrected Load ,

12,000 lb (use Gray figures for this load) and the 12" pipe size diagonal line .Project this point horizontally until the "D" dimension (8") is reached .The required clamp lies in the 1-1/4" x 6" material area . It is a Fig. 190 4-Bolt Clamp .

(e) Bolt sizes, rod clearance space (5), and recommended hanger rod sizes are listed in Table II .

TABLE I - LOAD CORRECTION FACTOR = LC FMATERIAL SPEC

DESIGN TEMPERATURE °F (PREFERRED CLAMP MATERIALS ARE SHOWN IN BOLD FACE TYPE )AISI

ASTM

650

700

750

800

850

900

950

1000

1050

1100

1150

1200A36

.80

.85

.93

1 .2

1 .5 ,

-

-4140

A332 .85

.92

1 .10

1 .60

2 .40

-

-

-1 '/4 Cr '/2 Mo

A387(71 )

-

---

-

--

.84

.92

1 .10

1 .50

2 .20

3 .00

4 .8

10 . 02'/4 Cr 1 Mo

A387 (22)

-

-

-

-

.84

.92

1 .10

1 .50

2 .20

2 .90

4 .0

6 . 0STAINLESS STL TYPE 316

.8

.8

'

.8

.8

.84

.85

.87

.89

.92

.96

1 .5

2 .4TABLE II - BOLT SIZES AND RECOMMENDED HANGER ROD SIZ E

ACTUAL TOTALPIPE LOAD LB

700

1200

2250

3400

6500

8500

9800

12500

16000

23250

30000

45000

6500 0BOLT B

)/2

%

3/4

1

1 )/8

1 Y4

1 %

1 1/2

1 3/4

2

2 Y2

2 34BOLT C 3/4

~/8

'l8

1

1

1

1 '/4

1 '/4

1 '/4SPACES

3/4

1

1

1 '/4

1 '/2

1 '/2

1 3/4

1 3/4

2

2¼

3

3 1/4RECOM HGR ROD SIZE

%

'/2

7/s

1

1

1 '/g

1 ¼

1 1/2

1 3/4

2'/4

2'/2 %~r..~ p

4

26E. MYATT & CO . LTD., TORONTO ONTARIO

- BOLTS B

r - ~ - :i:r „

,- -- ..♦- (4) HOLDING LUG S

Fig. 190 4-Bolt Clamp

BOLT B

Fig. 191 6-Bolt Clamp

"D" (inches) 4

'~Illi:~llllli :r!UI~'~ Ili :~lll~Nb.lqeil!

NI

A/2'4nAAM 111111ILL::;I ..j

!UuIHhIIUUAIHhII1IIIIA1P►Iii:1111111111SINIII11011111111111F

:de~~~~:,~n~~c~~~~~~~,nmi,

iii

:411nnn1111i:Il.11e'►.!i:iO%/~'m-ihusn mmigisIppoirow,

Illprn'►~l ~~~~►' IlliIIi!!1I

!!iIlIIIiph

i, _

--imeRlanommasainunindia.m.AWAIMPEP;SO.ARWArwK.0510'

fFE'r4PB'droied0iI AP.rMAO: .2/R'

ADIM''eir/ARelgi/,IWA7/MrX" 11AWA.'6:WAI

4 x

x 4

A

1 3 ax12"

7 9 10 15


Riser Clamp Selection Char t

0.3

0.4

0.5 0 .6 0.7 0 .80.91 .0

1 .5

2 .0

2 .5 3 .0

CORRECTED LOADS (kips )

ICaution : Use BLACK figures for Corrected loads up to 3000 lb .

Use WHITE figures for Corrected loads above 3000 lb .

E . MYATT & CO. LTD)., TORONTO ONTARIO

a,5b

5 3020 2

I Kip . 1000 l b

27

Section 2SADDLES and ROLL SUPPORT S

Figs. 210-240

Pipe Covering Protection Saddles

FOR 10IN . PIPE AND SMALLER

FOR 12 IN . PIPE AND LARGE R

Covering Protection Saddles should be used on all insulated pipe in which the temperatureexceeds 150°F .All Saddles are 12 inches long and subtend an angle of 60° at the pipe center .Plain edge saddles will be supplied unless otherwise specified .Saddles are also available for special O .D. pipe and for non-standard covering thickness .

For selection of proper hanger size seeEFFECTIVE HANGER SIZE below andthe hanger selection chart on pages 2 9

Land 30.

SaddleFig Nos .

CoveringThk (in)

210 1215 1-1/2220 2225 2-1/2230 3235 3-1/2240 4

Material - Carbon stee l:1IIO saddles are ~ ► N ail -able for temperatureover 750” 1~ .

Finish - - 'rime coat corrosio nresistant paint .

Ordering - Specify bare pipe size ,figure number and name .Order Saddles and han-gers separately .

EXPLANATION OF EFFECTIVE HANGER SIZ E

The support of insulated pipe when Pipe Covering Protection Saddles are used requires carefu lconsideration.The covering outside diameter is in effect the "pipe size" to be supported (see illustrations) .The hanger size required for this Effective Pipe Size is called the Effective Hanger Size .The selection of Effective Hanger Sizes (EHS) is made on the basis of : (a) standard practice ,(b) economy, and (c) availability . The data table on pages 29 and 30 lists Effective Hanger Size sfor most standard type hangers and covering thicknesses'with proper consideration made for al lthese factors .

EXAMPLE Fifty Trapeze Roller Hangers and Protection Saddles for 6" pipe with 2" thick insula-tion would be ordered as follows :50 - 6" Fig . 220 Pipe Covering Saddles (from page 28 Fig. 220 indicates 2" cover )50 - 10" Fig . 261 Trapeze Roller Hangers (size selected from page 30 )

FIG . 258YOKE TYP ELONG ROLL

FIG . 255 ,261-262

LONG ROLL TYPES

FIG . 256-26 4265-266

SHORT ROLL TYPES NON-ROLL TYPE S

' COVERING

j„, COVERING COVERING --a.~. O.D . O .D . O.D.

f

r , .

. .,~`,+ I • . 1 i'

.. `•`. 1 f .

Irk

ILLUSTRATION 28A ILLUSTRATION 285 ILLUSTRATION ILLUSTRATION 28 D28 C

Lf

E. MYATT & CO . LTD., TORONTO ONTARIO28

Section 2SADDLES and ROLL SUPPORTS


Hanger Size Selection

Hanger Selection for use with Protection Saddle sSADDLE ENGINEERING DATA EFFECTIVE HANGER SIZE (EHS )

NOMINAL RECOM frPIPE MAX FIG. 258 FIG . 2SS FIG . 256-244 NON X►P'RO XSIZE LOAD LB YOKE TYPE 261-262 265.266 ROIL VT PE R(IPS) SADDLE COVG (FOR SERV LONG ROLL LONG ROLL TYPES SHORT ROLL TYPES TYPES 10°FIGURE TNK TEMP _

t -• {SADDLE ,NUMBER (IN) 750°F) E ENS D

I ENS C ENS s sus ONLY ,

210 1 1 S%e 2'/2 2 1/a 2 2 '/2 -

3 '/2 2 36 3 15 5

3/4 215 '/2 000 2'/a 3'/2 2 % 3 2 % .

3'/2 2 3/4 4 220220 2 2 S%e 5 3'/4 4 3'/, 1

1/2 .

3'/2 3'/4 5 280225 2'/2 3'/e 6 3 3/4 5 3 3/4 1 '/2 .

3 '/2 3 3/4 6 350

210 1 1'3'6 3 2'/4 2 '/2 2 V4 1

/2 -

3 1/2 2 3/8 3 16 2215 1'/2 2 16 4 2 3/4 3 2 3/4 1'/2-

3'/2 2'/a 4 22 71 1000220 2 2';6 5 3 3/8 4 3 3/e 1

/2 -

3'/2 3 3/a 5 29 0225 2'/2 3 516 6 35 3'/a 4

6 3 3/4 6 35 5210 1' 16 3 2 3/e 3 2 % '/2 -

3 '/2 2 '/2 3 17 0

1'/4215 1 1/2

0002756 4 3 3'/2 3 1

'/2 -

3'/2 3 5 23 7220 2 2% 5 3 S% e 5 3 S% e 1'/2 -

3'/2 3% 6 300225 2'/2 3756 6 4'/e 6 4¼ 4

-

6 4'/e 6 36 5210 1 2 146 4 2 S%e 3 2'/2 /2 -

3'/2 2 3/4 4 17 5

1'1215 1 '/2 000 2 ~6 5 3'/e 3'/2 3 '/8 1 '/2 -

3'/2 3'/4 5 240220 2 3 '46 6 3% 5 3% 4-

6 3 3/4 6 30 5225 2'/2 3%6 8 4% 6 4'/4 4

-

6 4'/4 8 370210 1 2316 4 2 3/4 3'/2 2 3/4 1 Y-

3'/2 2'/a 4 18 5215 /2 2'~6 5 3 % 4 3 3/8 1 '/2 .

3'/2 3 3/e 5 25 0220 2 3 316 6 4 5 3'/8 4

6 3 7/a 6 31 42 1000225 2'h 3'356 8 4'/2 6 4'/2 4

• 6 4'/2 8 380230 3 4356 8 5'/e 8 5'/8 4 .

6 5 8 445235 3'/2 4 1 K6 10 5 S% e 8 5 3/4 8

-10 5 3/4 10 51 0

210 216 5 3'/8 3'/2 3' /8 1 '/2 .

3' /2 3'/4 5 19 2215 1 1/2 3 146 6 3 3/4 5 3 3/4 1 '/2-

3 '/2 3% 6 26 2

Z/z 220 2 2500 3%6 8 4'/4 6 4'/4 4

6 4' 8 360225 2 1/2 4146 8 4 2/8 8 4 2/8 4

6 4 3/4 8 390230 3 4'16 10 5'/2 8 5 3/8 8

-10 5 3/8 10 45 8235 3 'h 5'46 10 6 10 6 8

-10 6 10 52 0210 1 2 7/e

_5 3' /2 4 3 3/8 1 '/2 .

3'/2 3'/2 5 21 0215 1'/2 3% 6 4 5 4 4 .

6 4 6 275

3220 2 2500 37/e 8 4% 6 411/1 6 4

6 4% 8 33 6225 2'/2 4% 8 5'/4 8 5'/4 4 .

6 5 8 405'230 3 4~/e 10 5 3/4 8 5 3/4 8

-10 5 3/4 10 470235 3 1/2 5% 10 6'/4 10 6'/4 8

-10 6¼ 10 53 5210 1 3'/e 6 3 3/4 5 3 3/4 4

6 3 7/e 6 223215 /2 3% 8 4% 6 4 3/a 4

- 6 4% 8 28 83'/: 220 2 2500 4'/8 8 4'/8 8 4'/8 4

- 6 4'/8 8 350225 2'/2 4% 10 5'/2 8 5'/2 8

-10 5'/2 10 41 5230 3 5'/8 10 6 10 6 8

-10 6 10 480235 3'/2 5% 12 6% 10 6% 8

-10 6'/2 12 550210 1 3'56 6 4 5 4'/e 4

- 6 4 6 350215 1 '/2 3% 8 4% 6 4% 4 .

6 4'/2 8 450220 2 4746 8 5'/4 8 5'/4 4 . 6 5 8 54 5

4 225 2'/2 2500 4 1'6 10 5 3/4 8 5 3/4 8

-10 5 3/4 10 645230 3 5'56 10 6% 10 6% 8

-10 6'/4 10 740235 3'/2 5% 12 6'/e 10 6'/e 8

-10 6'/8 12 83 5240 4 6746 12 7% 12 7% 8

-10 7% 12 935210 1 8 4 3/4 6 4% 4 . 6 4'/2 8 388215 1 '/2 8 5% 8 5 3/8 4

6 5'/8 8 485220 2 10 5'/8 8 5'/8 8

-10 5 3/4 10 5805 225 2 '/2 2500 5 7/ 6 10 6% 10 6 3/8 8

-10 6% 10 68 0230 3 5116 12 6'/8 10 7 8

-10 6'/e 12 775235 3'/2 6 6 12 7% 12 7% 8

-10 7% 12 870240 4 6 1 34 14 8'/4 12 8 12

-14 7 7/a 14 975

*Do not use this column for items which require clamping action . Special sizes to exact coveringO.D. are required.

E. MYATT & CO .

TORONTO ONTARIO29



Hanger Size Selectio n

SADDLE ENGINEERING DATAHangar Selection for use with Protection Saddle s

EFFECTIVE HANGER SIZE (EHS)NOMINAL

PIPEmom

FIG . 25$ FIG. lib MG► 256-2M NON- APPROXMAXfl=E LOAD LL YOKE TYPE 261-262 265-266 ROLL 1NT

R(IPS) SADDLE COYG (FOR SEIM LONG ROLL LONG ROLL SHORT ROIL TYPES 100

FIGURE TNK TEMP (SADDLE SENS D EHS C ENS RNUMRER (IN) 750°F) E ENSJ ONLY )

210 1 4'/2 8 5% 8 5% 4

6 5 1/s 8 424215 1 1/2 5 10 5'/s 8 5'/e 8

-10 10 520220 2 5 1/2 10 6% 10 6 1/2 8

-10 6% 10 6206 225 2'14 3000 6 12 7 10 7 8

-10 7 12 71 5230 3 6% 12 7% 12 7% 8

-10 7'h 12 810235 3'h 7 14 8% 12 8 1/s 12

-14 8 14 91 0240 4 7 1/2 16

-14 8'/s 12

-14 8 1h 16 1000215 ~ 1 1/2 6 12 7 10 7 8

-10 6% 12 585220 2 6'/2 12 7 1/2 12 Y2 8

-10 7'/2 12 685225 2'h 3000 7 14 8% 12 8 12

- T4 8 14 7858 230 3 7 1h 16 8 2/4 14 81/s 12

-14 8 1/2 16 880235 3'h 8 16 9% 16 9 y4 12

-14 9'/8 16 975240 4 8 Y2 18 9 7/. 16 9% 16

-70 9 3/4 18 1073215 1'h 7446 14 8'4 12 8% 12

-14 8 1/4 14 755220 2 7j' 16 84 14 9 12

-14 8 2 16 885

10225 2'h 6000 83(6 16 9% 16 9% 12

-14 9% 16 1000230 3 8% 18 94 16 10 16

-20 10 18 114 0235 3'h 9)(6 18 10% 16 10% 16

-20 10'/2 18 1270240 4 916 20 11 .18 11% 16

-20 11 20 1400215 1 1/2 8 144 16 9'h 16 9'/2 12

-14 9% 16 820220 2 8 % 18 9% 16 10 1/e 16

-20 9'/8 18 950

12 225 2 Y2 6000 91/8 18 10% 16 10% 16

-20 10% 18 1440230 3 9% 20 11' 18 11'/4 16

-20 11 20 1610235 3'h 10 1/8 20 11 3/4 20 11 3/4 16

-20 11 1/2 20 1780240 4 10% 24 12% 20 12'/4 16

-20 12 22 196 1215 1'h 8% 18 10'/8 16 10% 16

-20 10'/4 18 860220 2 9'/4 18 10 /2 16 10 7/8 16

-20 10% 18 990

14 225 2 1h 7500 9 3/4 20 11'/8 18 11 1/4 16

-20 11 14 20 1500230 3 10% 20 11 3/4 20 11 3/4 16

-20 11 20 1660235 3 1/2 10% 24 12% 20 12% 16

-20 12 22 1840240 4 11 1/4 24 13 1/8 20 12% 22

-24 12~% e 22 2000215 1 1/2 9 3/4 20 11 1/8 18 11% 16

-20 11 1/4 20 925220 2 10% 20 11 3/4 20 11 3/4 16

-20 11 3/4 20 1060

16 225 2 1/2 7500 103/4 24 12 1/2 20 12% 16

-20 12% 22 1580230 3 11 1/4 24 13 1/8 20 13% 22

-24 12 34 22 1750235 3 1/2 11 3/4 24 13% 24 13% 22

-24 13'/4 24 1930240 4 12% 24 14 1/4 24 14% 22

-24 13% 8 24 2100215 1 '/2 10 3/4 ~ 24 12% 20 12% 16

-20 12% 22 990220 2 11 1/ 24 13 20 12'/8 22

-24 12% s 22 1120

18225 2% 7500 113/4 24 13% 24 13% 22

-24 13% 24 168 0230 3 12 1/4 24 14% 24 14% 22

-24 13'/8 24 1850235 3 1/2 12% — — 24 14% 22

-24 14% 30 2020240 4 13'/4 — — 24 15'/4 26

-30 15% 30 2180215 1% 11 3/4 24 — 24 13% 22

-24 13% 24 1060220 2 12 1/4 24 — 24 14 1/4 22

-24 13% % 24 1190

20225 2'/2 7500

12 34 — —' 24 14''/8 22

-24 14 1/4 30 1760230 3 13 1/4 — -- 24 15% 26

-30 15 1/8 30 1940235 3 1/2 13 34 -- — 30 16 26

-30 15% 30 2100240 4 14 1/4 — — 30 16% 26

-30 16% 30 2280'215 1 1/2 13 34 — 30 16 26

-30 15% 30 1200220 2 14 1/4 30 16 1/2 26

-30 16% 30 1320

24 225 2'/2 7500 14 3/4 -- -- 30 17'/4 26

-30 16% 30 1950230 3 15'/4 — — 30 17 3/4 26

-30 17% 30 2150235 3 1h 15 3/4 — — 30 18% 26

-30 17% 36 2290240 . 4 16Y4 -- — 30 18% s 26

-30 18 1/4 36 2460

*Do not use this column for items which require clamping action . Special sizes to exact covering

O.D. are required.

E. MYATT & CO .

, TORONTO ONTARIO30


Fig . 251

Insulation Shiel d

Insulation shields distribute piping loads ove rsufficient area of the insulation to preven tthe crushing and loss of effectiveness of th einsulation.

Shields are primarily intended for low tem-perature or dual temperature service, usuallyin conjunction with continuous vapour bar-riers. They eliminate direct metal contactwith the piping which in addition to preventin g"frosting" and water damage to insulationsubstantially reduces pump vibration andnoise transmission.

Shield is cemented to covering at installationto maintain proper location .

Material - Carbon steel .Finish - - Prime coat of corrosion re-

sistant paint .Ordering - Specify bare pipe size, figur e

number and name .Note - - - Fig. 251 is for 1" covering

only. See illustration 31A be -low for other covering thick-nesses .

Order hangers separately

FIG. 25 1

INSULATION SHIELDBARE PIPE SIZE

(IPS)-

STANDARD SHIELD FOR1 " THK INSULATION

REQUIRE DHANGER

SIZENOM-INAL

ACTUALOD

IN-SULATIONOD MATERIAL

APPRO XWT PER

100Y2 .840 2 6 20g x 4 16 2 1/234 1 .050 3 20g x 4 18 2 /

1 1 .315 3 1/4 20g x 4 20 31'/4 L660 3 % 20g x 4 22 3

1 .900 3 '4 20g x 6 35 31,4.

2 2.375 4% 20g x 6 40 42Si 2.875 4 is 16g x 8 90 53 3.500 5/2 16gx 8 100 53!6 4.000 6 16g x 8 110 64 4.500 6 1h 16g x

8 130 65 5.563 7% 16g x 8 160 86 6.625 8% - 16g x

8 180 88 8.625 10 % 14g x 10 350 10

10 10.750 12 ~i 14g x 10 425 1 212 12.750 14% _ 14g x 10 _ 480 16

BARE PIPE

INSULATIO N

VAPOU R

Fig. 251

Fig . 251S

Special Insulation Shiel d

Special Insulation Shields are available for anycovering thickness and to any material speci-fications.

When ordering specify bare pipe size and cover-ing thickness or pipe covering O .D. (see illus-tration .31A). Specify required material size.

To select proper hanger size for insulated pipeusing Insulation Shields treat the insulation O .D.as the pipe size to be supported and select th enearest standard hanger size.

Order hangers separately .ILLUSTRATION 31A


31


Fig . 255

Long Pipe Rol l

Fig. 255

Long Pipe Rolls are made to dimension 'F' inlength - the outside diameter of the pipe plus aminimum clearance . The clearance hole is foraxle diameter 'H' .

Material - Cast ironFinish - - BlackOrdering - Specify roll size, figure number

and name .

For insulated pipe with Protection Saddle ssee page 28 for selection of proper roll size .

FIG. 255

LONG PIPE ROL L

DIMENSIONAL DATA APPRO XROLL AXLE WT PERSIZE F G H V 10 0

1 /2-2 21(6 1 716 Y2 1 T16 442-3 41(6 1% 1/z 1% 663%2-4 4 3/4 2 % 1 (6 100

5 5 7/8 2 % % 1 3/4 1406 6 7/8 2~6 3/4 1 '/8 2068 8'/8 2 3/4 % 1 Y2 28810 11 3% '/a 1 % 60012 12 3/4 3 7/8 7/8 2 95014 14 1/4 4 % 1 1/8 2 1/2 154016 163(6 4 3/4 1 1/4 2 1 5(6 164518 18(6 5 3/4 1 Y4 3 3/4 280020 20 % 6 3/4 1 Y4 41(6 400024 24 % 6% 1 1/2 3% 435030 30 % 9 1 1/2 4% 10200

Fig. 256

Short pipe Rol l

Fig. 256

SIZE 1 1/2 " -42"

For insulated pipe with Protection Saddles

Lsee page 28 for selection of proper roll size .

E. MYATT & CO.

Short Pipe Rolls are made to dimension 'F' inlength to meet space requirements where neces-sary . The clearance hole is for axle of diameter'H'

Material - Cast ironFinish - - BlackOrdering - Specify roll size, figure

number and name.

FIG. 256

SHORT PIPE ROLL

ROLLSIZE

DIMENSIONAL DATA APPRO XWT PER

100F GAXLE

H V X

1

- 3V2

4 - 62 3I43 3/4

1 MI2'/8

Y/2Y2

1 K61 Y8

2 %3 %

7011 0

8

-1 012

-1 416

-20

689

31/441/2

3/47/a

1 Y8

1X 61 %2 1/4

5 %7 %8 Y2

440850

12 7 0

22

-2426 -3036 -42

1 0121/212 3/4

41/25 1/25 3/4

1 %1 3/41 3/4

2 3/43 1/23%

91/11 7/812

145024003700

TORONTO ONTARIO32

Section 2

SADDLES and ROLL SUPPORT S

Fig. 258

Standard Roller Hanger

Standard Roller Hangers are recommended as general

purpose roller hangers . The single hanger rod offer s

economy and ease of installation .

Adequate visible adjustment is possible after the hanger

is in place .

The yoke is steel - for strength .

The hanger may be locked into position by using an addi-

tional nut on the hanger rod as illustrated. Order nuts

and rod separately .

For insulated pipe we recommend the use of Pipe Cover-

ing Protection Saddles, page 28, to provide continuous

insulation and reduce heat losses .

Material - Carbon steel (only the roll is cast iron )

Finish - - Black

Ordering - Specify hanger size, figure number and

name .

For insulated pipe with Protection Saddlessee page 28 for selection o f proper hanger

Lsize. (Effective Hanger Size) .

FIG. 258

STANDARD ROLLER HANGE RENGINEERING DATA DIMENSIONAL DATA

HANGER RECOM HANGER APPROXSIZE RECOM HANGER ROD ROD WT PER

MAXLOAD LB

SPACING(FT)

SIZEA

TAKE-OUTB C D E J K MATERIAL

10 0

3/4 225 7 Y2 1 1/4 1 3'/2 Y2 2'/8 3 % 1/16 x 1 1/4 1501 225 7 1Y4 11/8 3 1/1 Y2 2'/8 3% 3 6 x1Y4 1501'/4 225 8 '/2 1 1/8 1 Y4 3 Y2 '/2 2'/8 3% 36 x 1 Y4 1501 1/2 225 9 1 3/4 1 1/2 4% Y2 3'/4 4% X 1 '/4

/16 150

2 280 10 1/2 1 3/4 1 3/4 4% 1/2 3 1/4 4% T16x 1 Y4 1502 1/2 280 11 Y2 2'/2 2 Ye 6% Y2 4'l4 6 1/4 x 1'/4 2503 475 12 Y2 2 1/2 2 % 6% Y2 41/ 6 1/4X1 1/4 2503 1/2 475 13 % 3 2 3/4 7 '/2 S/8 5'/8 7 6 x 1 1/2 4404 475 14 % 3 3 7'/2 % 5 1/8 7 3j6 x 1 Y2 4405 685 16 % 3 '/2 3 3/4 8 3/4 % 6'/4 8'/4 (6 x1½ 52 56 685 17 3/4 4'I4 4 '/4 10'/4 34 7 1/4 9 3l4 % x 2 9008 780 19 7/8 51/ 5'/8 13 %/s 9 1/4 12 % x 2 121 0

10 780 22 7/8 6 3/4 6% 15 34 7/8 11 1/4 14 1/4 1/2 X 2 190012

_ 965 23 7/s 71/4 7% 17% 7/s 13 1/4 16% 1/2 x 2 2400_14 1200 25 1 8 1/2 8 1/4 19 1/2

_

1 1/8 14 3/4 18 '/2 1/2 x 2 1/2 360016 1200 27 1'/8 10 9'/2 22 '/2 1'/4 16 3/4 20'/2 1/x 3 485018 1400 28 1'/8 10% 11 24 1/8 1'/4 18 3/4 221/ % x 3 680020 1400 30 1 1/8 11 '/2 12 1/8 25 1/8 1 Y4 21 25 1/2 s/8 x 3 833524 2100 32 1'/8 14 1/8 14 1/4 31 1'/2 25 1/4 30 % x4 11665

E. MYATT & CO.

TORONTO ONTARIO

Fig. 258

33


Fig. 261

Trapeze Roller Hanger

Trapeze Roller Hangers are recommended for thesuspension of bare or insulated pipe where longitu-

dinal expansion may occur .

Any required adjustment may be obtained by supplyinga sufficiently long thread on the supporting rods . Ad-justment to correct sagging and to assure equal distri-

bution of load on a series of hangers may be made byturning the nut under the adjustable sockets .

The socket clearance hole is for maximum rod diam-

eter 'A' . Rods of smaller diameter may be used forsome applications .

See page 35 for other applications .

See page 69 for Spring Cushion application .

Material - Long type cast iron rol l

Cast iron sockets

Carbon steel axl e

Finish - - Black

Ordering - Specify hanger size, figure number and

name.

Order vertical hanger rods and nut s

separately .

For insulated pipe with ProtectionSaddles see page 28 for selection ofproper hanger size . (Effective Hanger

Size)

FIG. 261

TRAPEZE ROLLER HANGERENGINEERING DATA DIMENSIONAL DATA

HANGER RECOM APPROX

sin MAX WT PER

LOAD Le A B J F N 0 R100

1 600 '/2 1 '/8 3 % 1'/a '/2 % 5 Ys 150

1'/4 600 Y2 1'/4 3% 1 7k '/2 % 5% 1501 % 600 '/2 1 ~/2 4 3/4 2% 'h % 6 Y4 1402 600 'h 1 3/4 4 3/4 2'3 6 'h % 6 y4 140

2%2 660 '/2 2'/8 5 3/4 43(6 % 7'/4 1703 700 Y 2 % 534/ 4146 '/2 % 71/4 1703' 750 % 2 3/4 6 3/4 4 3/4 % 3/4 8 %

•260

4 750 % 3 6~ 4 3/4 % 3/4 8% 2605 750 % 3 3/4 7 3/4 5'/s % 34 9 % 300

6 1070 3/4 4'/4 9 3A 6'h 11(6 11',4 500

8 1350 '/8 5'/8 12'/4 8 7/s '/8 1 '/8 14 % 801 O 1730 '/8 6 % 14'/2 11 '/8 1 'ti 16 3/4 105012 2400 7h 7 3X8 16'/4 12 3/4 '/8 1 '/8 18 3/4 1525

14 3130 1 8 1/4 18 % 14'/4 1 Y8 1 3/4 21 '/4 2760

16 3970 1 9'/2 20 1/2 16)(6 1 '/4 1 3/4 23 2970

18 4200 1 11 22 3/4 183(6 1'/4 1 3/4 25 4320

20 4550 1 12' 24 7/s 20 % 1 Y4 1 3/4 27 1/4 5600

24 6160 1'/2 14'/4 29 24% 1 Y2 1 314 33 7200

30 7290 1 Y2 17'/4 34'/8 30% 1 Y2 1 3/4 38 3/4 12800

E. MYATT & CO.

TORONTO ONTARIO

Fig. 261

34


Fig . 262

Adjustable Roll Support

Fig. 262

Material - Long type cast iron rollCast iron socketsCarbon steel axleCarbon steel rods

fish - - BlackOrdering - Specify hanger size ,


r For insulated pipe with Pro-ion Saddles see page 28

for selection of proper hange rsize. (Effective Hanger Size)

FIG. 262

ADJUSTABLE ROLL SUPPORTENOMMEIZING DATA DIMENSIONAL DAT A

HANG• RECOM `

I -

- gNIOIEER MAX f

11MTSIZI Leas D C I

Li • O MIN MAX MIN MAX F N J ;l 11E1a

1 320 1/2 1% 2 Sri 8' 134 7 1 % 'h 3 X111, 11L~1 V4 320 'I/2 I !/ 2 % 8'/4 1 % 7 1 'j 'h 3 %' 9 21 V2 320 1 1''h 3'h 8'h 1 % 7 2% 'h 4%! 1â'>

: 27S2 320 134 3% 834 1% 7 2% 'h 434 9h ' 2

'2350% 2 % 3 34 9 1 1 % 7 4f 'h 5 Sri 9% 2~

3350 i % 2% 4 9% 1% 7 'h 5% : 9% 25

;750 ; % 224 434 934 2 7 434 % 6%_10

..1173

4 750 % 3 .5 10 2 7 434 % 63i' 10 ' 4'!3S 750 % 334 534 1014 2 7 Skis % 734 10 51 $6 1070 3A ` 4 i d34 11% . 2'h 7% 6% 34 9%' 1I 83.58 1350 6 S% ; 7'6 13% 2 / 8 8% 7/ 12'/4 12 1370

10 1730 % 6% . 91,,x14% 2/4 8 11 % 14 Y2112 1550 112 2200 '/1 7% 10% . 15% 2% 8 12 >4 4 16'/4 12 203014 2670 1 8 % 11 % 17% ;3-% 9'h 14'/% 1' 4 18 % 14 350016 2670 1 9% 12 % 19 3 % 9'/i 163% 1 1/4 20' 14 373018 3000 1 % 11 14% , 22' 3 •'h 11 '/4 1834 1 '/4 2234 16 567020 3000 1 % 12 % 15% :23%j3'% 11'/% 20 % 1'%4 24 6 16 690024 6000 1 % 14 % 1816,29 4•'h . 14 3 24 4 1'/2 . 29 20 10100

Adjustable Roll Supports are recommended for the sup -port of piping from below when liberal adjustment i srequired. They are supplied complete, as shown, withthe roll support, two all-thread rods, and eight nuts .Supporting steel may be brackets, auxiliary steel, orany structural member .

Recommended maximum loads are for C maximum . AsC is reduced, the load carrying capacity increase srapidly. See Fig. 261 Page 34 for Trapeze Rolle rHanger and additional dimensions .

TYPICAL ASSEMBLIES

Trapeze Roller Hangers may be modified to solve many pipe hangingproblems. Typical applications are

Avoiding interferencesMaintaining severe line grades

Hanging multiple linesWe are pleased to review your piping problems with you and to offersuggestions or supply designs if you so desire .

ILLUSTRATION 35$

E. MYATT & CO.

TORONTO ONTARIO

ILLUSTRATION 33A

35


Fig. 264

Standard Pipe Roll Chai r

Standard Pipe Roll Chairs are recommended fo ruse where vertical adjustment is not required .These compact Chairs provide a firm and eco-nomical rolling support for horizontal pipes subjec tto longitudinal expansion . Two holes are provide dfor bolting, or the steel base may be welded directlyto the supporting steel .Roll Chairs for 16 inch pipe and larger are re-inforced with steel gusset plates .

Material - Carbon steel (only the roll is cas tiron)

Finish - - BlackOrdering - Specify hanger size, figure numbe r

and name .

For insulated pipe with Protectio nSaddles see page 28 for selectionof proper hanger size . (Effectiv eHanger Size)

See Fig . 266 Page 38 for Adjustable Steel Pip eRoll Stand

FIG. 264

STANDARD PIPE ROLL CHAI RENGINEERING DATA DIMENSIONAL DATA

FROM PIPE APPRO XHANGER RECOM CENTERLINE W T

SIZE MAX TO BTM_

TO ROLL PE RLOAD PLATE CENTER 100

LBS A B C D F G H .1 K T MATERIA L

1 '/2 3 1/4 1 1/22 3 1/2 1 3/4

7~ 21 52 1/2 3 90 7/83 2 1/8 3/41 3 66 3/42 7/81 1/2 1 % ~6 -- '/4 x 23 4 1/8 2 %3'/2 4% 2 %4 4% 2 3/45 950 5K6 3 % 2 %a 4 1%6 3 3/4 2 1/8 Y2 2 1 %6 _ % x 2'/2 41 06 6 %6 48 1 1

816'

2100 5 13 4 3 %46 6 1 16 6 3 1/4 3/4 4 7'16 - % x 3 106010 91 6 6 /8

12 3075 113/a 7 ~/~ 3 7/s 9 316 8 4 '/8 5 3/4 1 %6 1/2 x 4 213 014 1 2 8 /8

16 13% 9 %18 4980 14 % 10 % 4 1/q 10%6 9 4 1/2 1 1/8 6 3I4 1 (6 1/2 X 4 289520 15% 11 %24 6100 17 3/4 13 % 4 3/8 11 1

6 10 41/2 1 3/8 7 1/2 1'6 1/4 3/4 x 4 421 530 7500 21 7/8 16 3/4 5'/e ® 5'/2 1 3/a

E . MYATT & CO .

TORONTO ONTARI O

Fig. 264

REINFORCED WITH GUSSETPLATES THK "T" FOR PIP E

SIZES 16 INCH AND LARGER

8

A

36

Section 2

SADDLES and ROLL SUPPORTS

Fig . 265

Steel Pipe Roll Stan d

Steel Pipe Roll Stands are made to manufac-

turers' dimensional standards . A standard pat-

tern of bolt holes is provided to permit bolting

to a bracket or concrete pier. The steel base

may be welded directly to the supporting steel

if desired. More base bearing area is pro-

vided for use on concrete than with the Fig. 264

Roll Chair .

The two bolt holes on the centerline of the unit

are on the outside of the upright plates for 6

inch pipe size and smaller .

Material - Cast iron roll

Carbon steel base and axle

Finish - - Black

Ordering - Specify hanger size, figure num-

ber and name.

For insulated pipe with Protection

Saddles see page 28 for selection

of proper hanger size. (Effective

Hanger Size)

See Fig . 266 Page 38 for Adjustable Roll Stand

See Fig. 264 Page 36 for Standard Roll Chair

FIG. 265

STEEL PIPE ROLL STAN DENGINEERING DATA DIMENSIONAL DATA

FROM PIPE AP-HANGER CENTERLINE PROX

TO T OSIZE RECOM WTMAX BTM ROLL PERLOAD PLATE CL 100

LB A B C D E F G H i J K N 0 R T U W1 '/2 3'/4 '/22 3 1/2 1 3/42 1/2 390 3 7/8 2'/8 1 3/4 3 7/(6 5 Y2 2 3/4 1 7/8 Y2 8 - W6. l~6 6 % - 3 j6 4 4703 4 '/8 2 %3~/2 4 % 2 %4 4% 2'/4 -

5 950 5 746 3 7/8 2 /16 4' 16 5 1/2 3 3/4 2 1/8 Y2 10 - 1

6 1316 7 7/8 4% 41/4 8406 6 1/(6 48

1O 2100-6

:: 6

1/(5~/46 3/8 x ]6 '66 6>/2 6 >3 /4 3/4 - 4 > 5(6 > 6 - ~8 /2 7 5 151 0

123075

113/8 7'h314 12 8 ~/8 3 /s 9(6 8 8 4 '/8 -- 5 3/4 %

6 ~

i6 11 9)(6 6 -- 281 5

16 13% 9 %18 4980 14 % 10 % 4 1/4 103(6 9 9 4 1/2 1 '/8 6 3/4 1 516 1'6 12 3/ 10'/4 6 '/2 '/4 400020 . 15% 11'/8

'24 6100 17 3/4 13% 4% 11% 9 10 4 y2 % - 7'/2 '1(6 1 16 14 11% 6 1/2 '/4 590030 7500 21 7/8 16 3/4 5'/8 14

6 11 12' 5' 1 3/4 10 ' (6 13 6 - 17'/4 14'/4 8 1/4 9340

E . MYATT & CO .

TORONTO ONTARIO

REINFORCED WITH GUSSET

PLATES THK "W" FOR PIP E

SIZES 16" AND ABOV E

Fig . 265

t

37


Fig . 266

Adjustable Steel Pipe Roll Stand

i

Adjustable Steel Pipe Roll Stands are made to manu-facturers' dimensional standards . They are recom-mended for use where support adjustment is neces-sary and where provision is required for lateral pipemovement .Vertical adjustment with pipe and Roll Stand in placeis made by means of jack screws furnished with loc knuts to prevent loosening during operation of the pipeline .2 inch lateral pipe movement is allowed by sliding ofthe jack screws on the base plate .May be welded or bolted to bracket or other supportingsteel.

Material - Carbon steel (only the roll is cast iron )Finish - - BlackOrdering - Specify hanger size, figure number and

name .

For insulated pipe with Protection Saddlessee page 28 for selection of proper hangersize. (Effective Hanger Size )

FIG. 266

ADJ. STEEL PIPE ROLL STAN DENGINEERING DATA DIMENSIONAL DAT AFROM PIPE CENTERLINE APPRO X

HANGER MOM TO STM WTSIZE MAX PLATE TO ROLL PE R

LOAD A CENTER M C 100LB MIN MAX d MAX MIN MAX E F G H J R S

1 '/2 5 5 '/4 1 '/2 3'/2 3 3/42 5'/8 5% 1 3/4 3 % 3 %2 1/2 390 5 % 5 % 2 '/e 7/s 3'/4 3'/2 5'/4 2 3/4 7/e 3 'is 6'/2 % 98 53 5 3/4 6 2% 3% 3 %3'/2 6 6 1/4 2 % 3 3/s 3 %4 6'/2 7 2 3/4 3 3/4 4 1/45 950 7 7'/2 3 % 1 '/8 3 % 4'/s 5'/2 3 3/4 2'/e 5'/e 7 3/4 5 149 56 7% 8 '/8 4 3% 4 1/8

8 2100 10% 11%5 1/4

1 35 1/8 6 3~

7 6 3'/4 3 /4 7 3f8 '1 0 l4 3/4 261 010 11 '/2 -123/4 63/g

r.~ I

5 '/8 y 6 %.rte r~.~ _

12_

307513

I

14'/4 7'/21 /4

5'/2 6 3/4 8 8 4 'l 9'/2 12'/2 '/s 504014 13 % 14'/8 8 '/e 5 ~ 6 3/416 15'/4 16 % 9 % 5'/8 7'/418 4980 16 % 17 3/4 10 % 1 ~% s 6 7 % 9'/4 9 4 1/2 1 '/8 11 '/8 14'/4 1 739020 17 % 18 3/4 11 % 6 7 %24 6100 19 % 21 13 % 1 7/8 6'/4 7 % 9'/4 10 4' h 1 % 12'/4 15 3/4 1 961 0

30 7500 _ 24 26 3/4 16 3/4 3 1/4 7 1/4 10 10 3/4 12 1/2 5 1/2 1 3/4 15 3/4 19 '/4

, 1 '/4 15260

38

E. MYATT & CO . LTD., TORONTO ONTARIO

Fig. 266

Section 3BRACKETS and SUPPORT S

Fig . 300

Steel Pipe Chai r

Steel Pipe Chairs are ideal supports for pipe in trenches o r

on piers. They are all steel and may be bolted or weldedinto position . All dimensions may be modified if desired .

Material - Carbon stee lFinish - - BlackOrdering - Specify pipe size, figure number and name .

For insulated pipe with Protection Saddlessee page 28 for selection of proper chai rsize .

FIG . 300

STEEL PIPE CHAIRENGINEERING DATA DIMENSIONAL DAT A

PIPE RECOM MAX APPROX WTSIZE LOAD LB B C D E F H R MATERIAL PER 100

2 336 2'/4 3 1/2 2 1/4 i 1 % ST3 B6165

2 1/2 1000 3 1 16 21/4 4 1/4 2 3/4 2 /4 1 3/4 200

3 4 2 1/4 5 3 Y2 2 23 53 1/2 2000 4 1/4 2¼ 51/2 4 2 1/4 7/(6 21/4 ST3B6 260

4 5'/2 3'/4 6'/4 4'/2 2'/4 3255 3000 6'116 3'/4 7 1/2 5 3/4 2'/4 9/16 3% ST4B6.5 3906 6% 3'/4 8 3/4 7 3'/e 4508 7 3/4 3'/ c 9'/2 7 5 .

88 010 5000 9 3 % 11 3/4 923/4 1146 5 Ye ST5WF 10 .5 108 512 10'/2 4'/e 13% 11 6'/8 128 5

14 11 3/4 4 3/4 15 123

1/2

13 7 3/4ST6WF 13 .5

185016 7000 13 5 17 14 W6 8 3/4 2105

18 13 3/4 4 3/4 18 153

1/2

1 9 314ST6WF 13 .5

230020 8000 15 5-

- 19 16 10 3/4 2620

Fig . 302

Adjustable Pipe Saddle

For adjustable support of horizontal or slightly pitched pipe .Can swivel in any direction to suit pipe line .Stem is threaded full length for maximum, vertical adjustment .Tighten hex nuts after adjustment to prevent loosening during service .

Material - Carbon steel .Finish, - - BlackOrdering - Specify pipe size, figure number and name .

FIG. 302

ADJUSTABLE PIPE SADDLEENGINEERING DATA DIMENSIONAL DATA

:: ; E RE COM MA XLO AD LB A B C MATERIAL

APPROX WTPER 100MIN MAX

3/4 150 '/2 3/4 1 % S'/2 6 6

x

1 '/4 5 01 1 50 7/s 1 3/A 5 3A 6 316

x

1 '/4 5 2

1 '/4 150 '/2 1 2 5 3/4 6 3f6

x

1 '/4 5 51 '/2 500 % 13i6 2'/4 5'/2 6 3(

x

1 '/4 832 800 '/e 1916 2 34 7'/2 8 % x 2 23 2

2'/2 800 1% 3 7 3/4 8 % x 2 24 53 800 '/e 2'/e 3'/2 8 8 % x 2 25 83'/2 800 7/e 2 % 4 8'/4 8 % x 2 27 1

4 1100 1 2% 4'/4 8'/4 8 % x 2 34 25 1100 1 33(4 4 3/4 8 3/4 8 % x 2 36 56 1100 1 3'1ib 5'/4 9 1/4 8 % x 2 390

E. MYATT & CO . LTD., TORONTO ONTARIO

2 HOLE S

Fig. 300

I . 0 -- ~.l

Fig. 302

When supporting barepipe, select size ofSaddle directly fromthe table .

For insulated pip ewith Protection Sad-dles see page 28 forselection of prope rhanger size. (Effec-tive Hanger Size)

39


Fig . 304

Pipe Saddle Support

PIPE SIZE S3/4 "-6"

Fig. 304

Pipe Saddle Supports are used on horizon-tal or slightly sloping pipe . They may beswivelled in any desired direction . Thesaddle may be field welded to stanchionpipe 'D' .

For insulated pipe with Protectio nSaddles see page 28 for selectionof proper hanger size. (EffectiveHanger Size)


number and name .

FIG. 304

PIPE SADDLE SUPPORT

ENGINEERING DATA DIMENSIONAL DATAPIPE RECOM STAN-SIZE HANGER CHION TAKE APPROX

SPACING PIPE OUT WT PE RF T D s C MATERIAL 1006 3/4 i' 6

1,!! 3'/e 3(6 X 1 '/2 401 7 1 3/4 3 1/4 316 x 1 '/2 601 '/4 8 1 1 3'/2 3(6 x 1 '/2 681'/2 9 1 1'fa 3 % 3(6 x 1'/2 702 1 0 1 1% 3 7/8 3(6 X 1 '/2 752'/2 1 1 1 '/2 1' ~ 4 3/4 /4 x 2 1803 1 2 1'/2 2 5 x 2 1953 '/2 13 1 '/2 2 1/4 5 1/4 '/4 x 2 2004 14 2 1/2 2'/2 6'/2 '/4 x 3 2505 16 2% 3 7 '/4 x 3 2906 17 2% 3'if6 9% % x 3 4308 19 2'/2 4 3/4 - 7 ~ x 3'/ 690

10 22 2'/2 5 3/4 8'/2 % x 3'/2 85012 23 2 % 6 3/4 10 % x 3'/2 102 514 25 3 7% 11 % x 4 133016 27 3 8 % 12 % % x 4 15,1 018 28 3 1/2 9% 13 7/8 % x4'/2 190520 30 3'/2 10'/2 15 % Y2 x 4'/2 2635 ,24 32 4 12 % 18 '/2 x 6 4760

PIPE SIZE S8"-24 "

Fig . 306

Pipe Stanchion Saddl e

Y4" GUSSET PLATE SFURNISHED ON SIZES

8 " AND LARGE R


number and name . ForFig. 306S specify barepipe size and insulatio nthickness .

Pipe Stanchion Saddles are used to support horizontal o rslightly sloping pipe .The U-Bolt holds the pipe firmly to the saddle which maybe field welded to the stanchion.For insulated pipes use Fig . 306S.

FIG. 306

PIPE STANCHION SADDLE


PIPE RECOM STAN-SIZE HANGER CHION TAKE APPROX

SPACING PIPE OUT WT PE RFT D s C

_ U MATERIAL 100

2'/2 11 1 '/2 1';f6 3'h '/2 '/4 x 2'/2 21 53 12 1 '/2 2 3 3/4 '/2 '/4 x 2'/2 2253'/2 13 1 '/2 2'/4 4 '/2 '/4 X 2'/2 2504 14 2'/2 2 1/2 4'/4 '/2 '/4 X 3'/2 4005 16 2 % 3 4 ~%8 '/2 '/4 X 3'/2 4356 17 2'/2 3% 5'/2 % % x 3'/2 6458 19 2'/i 4 3/4 7 % % x 3'/2 840

10 22 2 1/2 5 3/4 8'/2 3/4 % x 3'/2 116012 23 2'/2 6'/8 10 7/8 '/2 x 3'/z 175014 25 3 7 % 11 7/8 x 4 209016 27 3 8'/2 ,12 % x 4 223518 28 3'/2 9 1/2 I3/Q 1 x 4'/2 283020 30 3% 10% 15% 1 % x 4'/2 377544 32 4 12% 18 1 % x 6 6165

Fig. 306

ILLUSTRATION .PIPE WITH

INSULATION (5 )

Fig. 306S

E. MYATT & CO .

TORONTO ONTARI O40


Fig. 308

Adjustable Pipe Saddle Support

When supporting bare pipe, selectsize of Adjustable Pipe Saddle Sup -port directly from the table .

For insulated pipe with Protectio nSaddles see page 28 for selectionof proper hanger size. (EffectiveHanger Size)

Fig. 308

Adjustable Pipe Saddle Supports are intended as the adjusting portion of field fabricate d

stanchion supports. Up to 4- 1/2 inches of vertical adjustment is provided which ca nbe made with the pipe and saddle support in place . Adjustment is made by turning thepipe nipple 'D' . The lower end of the threaded nipple is staked, preventing separatio n

from the reducer .The support will swivel to any desired direction .Saddles are reinforced for 8 in. pipe and larger. See Fig. 304 page 40 .

Material - Steel saddle and straight threaded pipe nipple . Special cast iron reducer .Finish - - BlackOrdering - Specify pipe size, figure number and name .

Order stanchion pipe 'A'separately, with base flange or plate if required .

FIG. 308

ADJUSTABLE PIPE SADDLE SUPPOR T


PIPE RECOMSIZE HANGER STANCHION E PIPE NIPPLE APPROX

SPACING PIPE - WT PER(FT) A MIN MAX a D L 100

2'/2 11 2'/2 8 13 1 % 1 '/2 10 7003 12 2'/2 8'/4 13 Y4 2 1 '/2 10 7203'/2 13 2'/2 8'/2 13'/2 2'/4 1 '/2 10 7254 14 3 9 1/4 14 2 1/2 2'/2 10 11705 16 3 10 14 34 3 2'/2 10 121 06 17 3 10 % 15 1/4 3% 2'/2 10 13508 19 3 11 3/4 16 % 4 3/4 2'/2 10 1555

10 2 2 3 13 1/2 18'/4 5 3/4 2 1/2 11 175012 23 3 15 19 3/4 6 34 2'/2 11y2 191 514 25 4 16'/4 20 3A 7% 3 11'/2 260516 27 4 17 34 22'/4 8% 3 12 278018 28 6 19'/2 24 9 % 4 12'/2 384520 30 6 21 25'/2 10 % 4

,13 4595

24 32 6 23 3/4 12% 4 13/2 7010

E. MYATT & CO .

TORONTO ONTARIO41

JACKETS said SUPPORT S

Fig . 310

Standard Steel Anchor Chai r

a:-

ion 3

SIZES T/2''' TO 2"

SIZES 2 1,f TO 24"

Fig. 31 0

Standard Steel Anchor Chairs are eco-nomical anchor assemblies for pipes

up to 24 in. diameter .

The base channel may be bolted or

welded directly to any structural steel .

Vertical dimensions 'B' and 'C' may bemodified to suit specific applications .

Material - Carbon stee lFinish -

Blac kOrdering - Specify pipe size, figur e

number and name .

FIG. 310

STD STIR ANCHOR CHAIR

ENGINEERING DENSIONAL DATAPIPE DATA APPROXSIZE WT PE R

B C E H-

I

LA MATERIAL 100

'/2 1 ¼ % 0(6 1 - - 23(6 65% 1 )(6 3/4 % 1 E -- — 2 % 75

1 1716 j3/4 % 1 % 2 % 1001 vs 1 YZ K6 % 23 6 — — 2 r/6

3 LJ4 . 11 5

1'/2 1 ,16 Ye 3/0 2 % -- -- 3' 1302 1 3/4 46 3 2% — --- 3 % 1402' /2 2 Y4 1 3(6 3 746 1 '/4 j6 2 3/4 150

3 2 Y2 3/4 j 4~6 1 3/4 3 '/4 17 5

3'/2 2 % % 'h 4 6 2 1/4 13(64 205

4 23(6 116 'l2 5146 2'l4 ' 3(6 4 3

4L

.1 21 05 3 3/e Y2 6'/e 2'/4 1 3(6 4 2906 3% '/2 % 7% 3 1 3(6 5 355

8 5 '/2 116 5/8 9 % 4Y2 1 3(6 7 101 510 6 Y2 1 '/e 3/4 11 % 5 1/2 '3(6 8 117512 7 '/2 1 Y8 7/a 13 3/4 6 1 3(6 9 152 514 8 K6 13(6 '/8 15 7 1 3(6 10 166016 9'/8 1 Ye 17 7 '3(6 10 4c" LJ 207018 10'/8 1'/8 1 197 1 3(6 11 227020 1 1 Y8 1 '/e 1 21 1/8 7 1 3(6 11 238 524 1 3 '/8 1 '/8 1 25 Ye 8 1 3(6 12 2590

Fig . 312

Heavy Duty Steel Anchor Chair

AND SMALLERFig. 31 2

FOR 14 " PIPE AND LARGE R

Heavy Duty Steel Anchor Chairs are for thesupport and anchoring of horizontal pipe lines .

The steel base may be bolted or welded to

structural steel . The illustration shows their

use with Welded Steel Brackets (page 45) .

The heavy steel U-bolt anchors the pipe to

the chair . Tie rods inserted through the lug

holes reinforce against expansion forces acting

along the axis of the pipe .

Material - Carbon stee lFinish - - Prime coat corrosion resistant

paint .Ordering - Specify pipe size, figure numbe r

and name .

E. MYATT & CO .

FIG. 312 HVY DUTY STEEL ANCHOR CHAI R

PIPE DIMENSIONAL DATA APPRO XSIZE -- - - - WT PER

A B C D E F G 100

4 Y2 3 4 1/4 3 %6 3/4 % 3'/2 4655 Y2 3 i6 5 4 1/8 3/4 3/4 3 1/2 5506 % 4~6 6 4'/8 3/4 7/8 3 3/4 860

8 % 5'6 7% 6 1 1 3 3/4 105010 3/4 6 '/2 8'/2 6'/8 1 '/8 1 Y8 4 3/4 149512 '/8 7% 10 8 '/2 1'/4 1'/4 4 3/4 212514 7/8 8'/2. 11 '/8 9 7/8 1 Y2 1 '/4 5 47001 6 '/8 9 % 12'/2 11 Y 1 % 1 '/2 5 582 018 1 10'/8 13 5/8 12'/8 1 7/8 1 '/2 5 677020 1 1 2 14 % 13'/8 2 1 Y2 5 743024 1 14 16 5/8 15'/e 2 1 '/2 5 848 0

TORONTO ONTARIO42


Fig . 314

Short Offset Bracke t

Short Offset Brackets are used to support moderate pip eloads at short cantilever distances (see data table) .These brackets may be bolted to masonry or welded t osteel .When used on light masonry walls a backing plate shoul dbe used to distribute the load over a sufficient wall area .

Material - Carbon steelFinish - - BlackOrdering - Specify bracket size number, figure num-

ber, dimension 'B', hanger rod diamete rand name .

FIG. 314

SHORT OFFSET BRACKET

BRACKE TNO

MA XRO DSIZ E

A

RECOM MAX LOAD LBANGLE

SIZEB=6 a=8 B=10 B=1 4

123

3/47/8

1

75010002000

550850

1300

450650

1100

350550

1000

2 1/7 x 2',7

x

1/,3

x 3

x4

x 4

x 1/ j

Fig. 315

Long Offset Bracket

Long Offset Brackets are reinforced for the support ofheavier loads at greater cantilever distances (see dat atable) .These brackets may be bolted to masonry or welded tosteel .When used on light masonry walls a backing plate shoul dbe used to distribute the load over a sufficient wall area .

Material - Carbon stee lFinish - - BlackOrdering - Specify bracket size number, figure num-

ber, dimension 'B', hanger rod diamete rand name .

FIG. 31 5

LONG OFFSET BRACKET

BRACKETNO

MAXRO DSIZ E

A

RECOM MAX LOAD LB

CANGLE

SIZ EB=14 B=16 B=18

123

3/4'/8

700900

1200

600700

1000

500600800

3 83/8

x 2 I/2x 2 I/2

2'/34

x 2 1:2x 3x 4

xxx

I„

1 ;3/8 x 3

E . MYATT & CO .

TORONTO ONTARIO

Fig. 31 4

r

BSEE LOAD RATIN G

(2) , Vu," HOLES

Fig. 31 5

1

43


Fig . 320

Light Duty Welded Steel Bracke t

Light Duty Steel Brackets are recommende rfor a maximum load of 750 lb. The bracket num-ber indicates the maximum cantilever distancefor this load. The bracket may be welded orbolted to the building structure .Suspension of intermediate small piping maybe made with Fig . 320C clip attachment .

Material - Carbon steelFinish - - BlackOrdering - Specify bracket number, figure

number and name. Order Fig.320C clips separately and specifysize number.

FIG. 320

LIGHT DUTY WELDED STEEL BRACKE T

BRACKET DIMENSIONAL DAT A_

-

_APPRO

X PERWTA B C D F G

r100

1 9 8 6 114 '/4 1 1/4 fib 270

2 13 12 101h % 720

3 19 18 16 1/2 1/4 2 %6 1790

4 25 24 22'h 1/2 2 114 % _

3000

Fig . 321

Standard Welded Steel Bracke t

Fig. 320

Maximum Rod Diameter 3/4 inchMaximum Recommended Load 750 lb .

FIG. 320C CLIP

CLI PNO

PIP ESIZE

MGRRODsin

APPROXWT PER

too1 %TO2 % 752 - 2'h TO 3 'h 'h 130_

•

Fig. 321

Material - Carbon stee lFinish - - Prime coat of corrosion re-

sistant paint .Ordering - Specify bracket number, figure

number and name .

Standard Steel Brackets are recommended for amaximum load of 1500 lb . The bracket numberindicates the maximum cantilever distance for thi sload.The bracket may be bolted or welded directly t osteel. Attachment to masonry is made with com-pound masonry anchors or expansion shields . Whenfastened to light walls, through bolts and backingplates are recommended to distribute the loadover the wall . All base roller assemblies illus-trated in this catalogue may be used on this bracketto support long pipe lines subject to longitudinalexpansion .When used to suspend pipes, clearance has beenprovided to permit an average of 4° swing of thehanger rod in a direction perpendicular to thebracket .

Maximum Rod Diameter 7/8 inc hMaximum Recommended Load 1500 lb .

STANDARD WELDED STEEL BRACKE T

BRACKETDIMENSIONAL DATA APPROX

WT PER100A R C D E F G N ! L

0 12 18 15 1h 1 1/4 2 X14 4 1 'h 3(6 1 36 161 0

1 18 24 21 1h 1 '/4 - 2'h 4 1h 1 'h 1 3/4 36 '36 2360

2 24 30 27'h 1 '/4 2 'h 5 1 3 2 94 3830

E. MYATT & CO.

TORONTO ONTARIO44

Section 4RODS and CONNECTORS

Figs . 485, 486

toxin Expansion Shields

Fig. 485 Short Standard

Fig. 486 Long Standard

The LOXIN is a popular Expansion Shield for insertion int omasonry walls, concrete ceilings or piers .

It locks when the machine bolt is tightened and thereafte r

will be securely anchored although the bolt may be removed .

Material - Rust-proof alloy

Ordering - Specify bolt diameter, figure number and

name. (Order machine bolts separately . Bolt

length = dimensions A+T . )

FIG. 485

SHORT STANDARD LOXIN FIG. 486

LONG STANDARD LOXIN

LG OF LG OFBOLT ENGINEERING DATA slum APPROX WT BOLT ENGINEERING DATA SHIELD APPROX WT

PER 10 0RECOM MAX HOLE RECOM MAX HOLEDIAM PER 100 DIAM (LESS BOLTS )TENSION LB H A (LESS BOLTS) TENSION LB H A

' i I I

, 300 %x1Y 1 1/2 6 34 450 %x2 2 7'/2 700 7/8 x 2 2 13 '/3 1000 7/8 x 2 1/2 2 1/2 1 6% 1000 1

x 2'h 2 1/z 20 % 1500 1

x 3 3 2 3' Y4 2000 1 1/8 x 3 1/2 3 Y2 3 2

Figs. 491, 49 2

493, 494

Compound Masonry Anchor s

Compound Masonry Anchors are designed t o

withstand both tension and shear forces and

are recommended as 7horage attachment s

to masonry

to ceilings, floors or

__tw;i \\\/

►~~

pip ,,,.

Fig. 491 Two-UnitThreaded

Fig. 493 Two-Unit

Plain

isonry, the assem-

~h of the masonry ,

elf, but for appli -

B

0'

he recommended0~S

table are based

,o

~E

si c1:%oy0iijcr1:

.

3 .

In the plain, two and three unit sets ;V~ and threaded, two and three unit sets .

Material - Threaded or plain alloy cone s

and expanding lead sleeve s

Finish - - Rust-proof

Ordering - Specify bolt diameter, figure

number and name.Fig. 494 Three-UnitPlain Order r

:i is and nuts separately .

FIGS. 491, 492, 493, 494

COMPOUND MASONRY ANCHOR STO OBTAIN BOLT LGT ADD PLAT E

THICKNESS "T" TO THE APPROX WT PER 100BOLT ENGINEERING DATA FOLLOWING (LESS BOLTS )DIAM RECOM MAX

LOAD LB DEPTH OF HOLE_ HOLE FIG 491 FIG 492 FIG 493 FIG 494 THREADED PLAINTENSION SHEAR FIG 491 FIG 492 SIZE _

A A A+B A+B FIG 491 FIG 492 FIG 493 FIG 494FIG 493 FIG 4943A 800 400 15{6 1% 1716 11(6 3/4 1 1 '/2 1'/2 2 11 16 10 1 5%s 1600 720 1 ~6 2'/8 11 16 2 1/4 1 13(8 1 3/ 1 3/4 23f6 27 37 20 308/i

~2400 960 236

.. 2 3/4 2 % 2% 1 '/8 1 1 3(6 2 % 2j'6 3 32 45 26 393/4 3600 1080 2% 3'/2 2'/8 31(6 1 % 2'/4 2 % 2'3 6 3 % 59 84 50 7 5%a 4400 1200 3 3 3/4 3K6 3% 1 ~ 2 % 3 % 4 83 116 65 9 8

1 5600 1360 3 % 416 3 7/8 4% 1 % 2 ~ 3'/8 3% 4'/e 98 137 78 11 7

E. MYATT & CO.

TORONTO ONTARIO

53

Section 5UPPER ATTACHMENT S

Fig . 500

Standard Beam Clam p

Standard Beam Clamps are recommended for us eunder normal service conditions on wide flange or Ibeams. If for use with back-to-back double anglestruts or heavy square flange (built-up) sections ,dimensions 'F' and 'T' must be specified.

Material - Carbon stee lFinish - - BlackOrdering - Specify size number, flange width and

thickness, figure number and .name.Note - If possible give beam description e .g .

(8 WF 17)Fig. 500

For Side Beam Clamps see page 5 5For Heavy Duty Service see pages 56 to 5 8

FIG. 500

STD. BEAM CLAM PENGINEERING DATA DIMENSIONAL DATA

SIZENO

RECOMMAX

LOAD LB

MAX RODSIZE

ABOL T

B C D MATERIAL

A 500 % % 1 % '/4 x 1 '/4B 900 % '/2 34 1'h %x1 1/2C 1500 3/4 1 2 '/2 x 2D 2000 1 1 1 1/4 2 1/4 '/2 x 3

fJ~l

F---ate

j T

Fig . 50 2

Fig . 503

Fig. 502

Standard Channel Clamps are recommended for us eunder normal service conditions on structural chan-nels or angles .The 2-Bolt type offers a more positive grip wher erequired by service conditions .

Material - Carbon stee lFinish - - BlackOrdering - Specify size number, size and descrip-

tion of structural member, figure num-ber and name .

FIGS. 502, 503

CHANNEL CLAMPSENGINEERING

DATA DIMENSIONAL DATA

SIZENO RECOM

MAXLOA D

LB

RECOMMGRRO D

ABOLT

B C D MATERIAL

1234

80225300500

%

%3/4

%

%3/4

11 '/41 '/21 3/4

1 '/41 '/21 3/42

'/4 x 1 '/4% x 1 '/2% x 2'/2 x 2

E. MYATT & CO .

TORONTO ONTARIO

-4j•+-A

Fig. 503

54


Fig . 504

Standard Side Beam Clam p

Standard Side Beam Clamps are recommended for norma l

service where the pipe is located a short distance from th e

side of the beam .

The clamp may be used on the top or bottom flange as required .


Finish - - Black

Ordering - Specify clamp size number, dimensions 'F', 'X '

and 'T' , figure number and name .

FIG. 504

STD. SIDE BEAM CLAMPENGINEERING DATA DIMENSIONAL DATA

SIZE RECOM MAX LOAD LBNO BOLTY=3 1/2" Y=5 /2 " A F X SIZE MATERIAL

1 90 50 % S S % '/4 x 1 '/4

2 210 100 '/2PE

PE % x 1 1/2

3 360 175 % C C % % x 2

4 500 250 3/4F F

3/4 V2 x 2

5 800 400 '/8 -1 Y Y '/s x 3

Heavy Duty Side Beam Clam p

Heavy Duty Side Beam Clamps are made with extended re-

taining lugs which allow greater loads or more cantilever dis-

tance than Fig. 504 Standard Clamps .


Finish - - Black

Ordering - Specify clamp size number, dimensions 'F', 'X '

and 'T', figure number and name .

FIG. 505

HVY. DUTY SIDE BEAM CLAM PENGINEERING DATA DIMENSIONAL DATA

SIZE RECOM MAX LOAD LBNO BOLTY=3 1/1 " Y-S 1/t" Y=7 /z" A F X SIZE MATERIA L

1 125 80 60 % S S % '/4 x 1 '/4

2 300 200 140 '/2PE

PE '/2 % x 1 '/2

3 550 350 250 % C C % % x 2

4 750 475 350 34 1/2

2F F

x

5 1200 750 550 '/8 -1 Y Y '/8 x 3

Fig . 506

Beam Hook

Beam Hooks are simple, economical attachments for use with

small diameter pipe, conduit and duct work .


Finish - - Black

Ordering - Specify size number, dimensions 'X' and 'T' ,


FIG. 506

BEAM HOO K

SIZEENGINEERING DATA DIMENSIONAL DATA

NUMBER RECOM MAXLOAD LB A MATERIAL X T

1 85 % '/4x1 '/4 S S2 260 '/2 %x1'/2 P

EPE

3 365 % % x2 C C4 590 3/4 '/2 x 2 I

F F5 970 1 '/2 x 3 Y Y.

E. MYATT & CO.

TORONTO ONTARI O

Fig. 504

Fig . 505

X

Fig. 505

Fig. 506

55


Fig . 510

2-Bolt Wide Flange Beam Clam p

2-Bolt Wide Flange Beam Clamps are for use on standar dwide flange beams with 10-1/2 inch maximum flang ewidth. They are recommended for heavy duty serviceand for use with critical piping .The lower bolt is provided with a pipe spacer to preven tbinding of the hanger rod . Tightening the upper bolt pro-vides a firm grip on the beam and the lock nuts insureagainst loosening of the bolts due to vibration .The clamp may be used with either Fig . 440 Welded EyeRod, or Fig . 480 Weldless Eye Nut .

The transverse stress set up in the beam itself shouldbe checked when suspending heavy loads . If the fibrestress is severe the beam should be reinforced withparallel vertical plates welded on both sides of the web ,and to the top and bottom flanges .The transverse stress set up in the beam (maximum a tpoint P) due to the suspended load can be determine dapproximately by the empirical formula -

S

=L

P

Z 2

Sp is the fibre stress (lb . per sq. in . )

L is the load suspended (lb . )

Z is the flange thickness (in . )

Material - Carbon stee lFinish - - Prime coat corrosion resistant paint .Ordering - Specify clamp size number, dimensio n

'W', figure number and name .

FIG. 510

2-BOLT WIDE FLANGE BEAM CLAM P

ENGINEERING DATA DIMENSIONAL DAT A

HGR ROD TAKE-OUT . APPRO XSIZE RECOM RECOM WT PE R,

W E F S

EYENUMBER MAX HGR SCH 40 MATERIAL 0pLOAD (L )

LB WRO D

ARO D

BNU T

C D E(MIN )

F GPIPE

SPACE R

1 750 4 '/2 4 S/8 5'/2 1 3/4 7/8 3/4 s/8 3/8 x 3 590

o°c

2 750 5-6 '/2 5 1/8 6 1 3/4 'A 3/4 % 3/8x3 675a

3 750 6'/2 - 7'/2 Y2 5 S/8 6'/2 1 3/4 3/4 % 3/4 % x 3 750

4 750 8 - 9 '/2 6 1/4 7'/8 1 3/4 '/8 3/4 % % x 3 780

5 750 10 - 10' Y2 7 1/8 8 1 3/4 '/8 3/4

~~S/8 /e x 3 940

6 1500 4 S/8

' 5'/8 6 1/4 2'/8 1 1 3/4 '/2 X 3 91 0

)-

7 1500 5-6 % 5% 6 3/4 2'/8 1 1 3/4 '/2x3 1030

Q

8 1500 6'/2 - 7'/2 % 6'/8 7 '/4 2 '/8 1 1 3/4 3/4 1/2 X 3 1085

=

9 1500 8- 9 % 6 3/4 7 7/8 2'/8 1 1 3/4 '/2 x 3 1190

10 1500 10 - 10 1/2 % 7 5k 8 314 2'/8 1 1 3/4 1/2 x 3 134 5

11 3000 4 '/8 6 '/4 7 3/4 2 7/8 1 '/2 1 '/4 1 '/8 % x 4 1975

>-

12 3000 5 - 6 7/8 6% 8 1/4 2 7/8 1 '/2 1 '/4 1 1/8 % x 4 2190

13 3000 6'/2 - 7 '/2 '/8 7'/4 8 3/4 2'/8 1 '/2 1 '/4 1 '/8 1 '/4 % x 4 2 24 5

14 3000 8 - 9 '/8 7 7/8 9% 2'/8 1'/2 1 '/4 1 1/8 % x 4 2520

15 , 3 000 10 - 10 '/2 7/8 8 3/4 10 1/4 2 2/8 1 '/2 ,

1 1/4 1 V8 % X 4 2640

E. MYATT & Co .

TORONTO ONTARIO

Fig. 510

FLG .THK .

56

Section 5UPPER ATTACHMENT S

Fig. 511

2-Bolt I Beam Clamp

2-Bolt I Beam Clamps are for use on standard I beam swith flange widths between 4 and 8 inches . They arerecommended for heavy duty service and for criticalpiping .The lower bolt is provided with a pipe spacer to preven tbinding of the hanger rod. Tightening the upper boltprovides a firm grip on the beam and the lock nutsinsure against loosening of the bolts due to vibration .The clamp may be used with either Fig . 440 Welded Ey eRod, or Fig. 480 Weldless Eye Nut.

The transverse stress set up in the beam itself shouldbe checked when suspending heavy loads . If the fibrestress is severe the beam should be reinforced withparallel vertical plates welded on both sides of the web ,and to the top and bottom flanges .The transverse stress set up in the beam (maximum atpoint P) due to the suspended load can be determinedapproximately by the empirical formula -

S= _

LP

Z~

Sp is the fibre stress (lb . per sq. in . )

L is the load suspended (lb . )

Z is the mean flange thickness (in . )

Material - Carbon steelFinish - - Prime coat corrosion resistant paint .Ordering - Specify clamp size number, dimension

'W', figure number and name .

FIG. 511

2-BOLT I BEAM CLAMP


SIZE RECOM RECOM HGR ROD TAKE—OUT APPROX

NUMBER MAX HGR W E F S

EYE SCH 40 MATERIALWT PE R

100LOAD (L )

LB WRO D

ARO D

BNU T

C D E(MIN )

F GPIP E

SPACE R

1 750 4 - 4 V8 / 5 5 7/8 1 3/4 7/8 3/4 S/8 % x 3 605oc

2 750 4 S/8 - 5'/4 T/2 5 1/4 6 V8 1 3/4 7/8 3/4 % 3/8 x 3 645

Z

3 750 5 Y2 - 6 % Y2 5 Y2 6 3/8 1 3/4 '/8 3/4 % 3/4 % x 3 6704 750 7 - 7 1/4 '/2 6 '/8 7 1 3/4 '/8 3/4 % % x 3 740

5 750 7 7/8 - 8 Y2 6 5/8 7 V2 1 3/4~

7/8 3/8 x 3 770~– 6 1500 4 - 4'/e s/e 5'/~ 6'/2 2 ~¼ a 1. 1 3/4 /2 x 3 880}

7 1500 4 % - 5'/4 s/8 5 3/4 6 3/4 2 Y8 1 1 3/4 '/2 X 3 9808 1500 5'/2 - 6 % % 6 7 2'/a 1 1 3/4 3/4 1/2 x 3 1000

=

9 1500 7 - 7'/4 S/8 6 S/8 7 s% a 2'/8 1 1 3/4 '/2 x 3 109510 1500 7 7/8 - 8 % 7 '/8 8'/8 2 Y8 1 1 34 X 3 114511 3000 4 - 4'/a '/8 6% 8 2 7/8 1 '/2 1'/4 1'/8 % x 4 169512 3000 4 s/8 - 5 Y4 7/ 6 7/8 8'/4 2 7/8 1 '/2 1 '/4 1 '/8 % x 4 204 5

W

13 3000 5'/2 - 6 % 7/8 7 Y8 8½ 2 7/8 1 '/2 1 Y4 1 Y8 1 y % x 4 21 1 514 3000 7 - 7'/4 '/8 7 3/4 9 '/8 2'/8 1 '/2 1 '/4 1 '/8 % x 4 230015 3000 7'/8 - 8 '/8 8 Y 9%

_ 2'/8

_ 1 '/2

_ 1 '/4

_ 1 '/8 % x 4 2370

E. MYATT & CO.

TORONTO ONTARIO

MEANFLG.THK.

57


Fig . 513

Diamond Beam Clamp

Diamond Beam Clamps are recommended for us ein extreme service conditions where flange widthsor pipe loads exceed those shown for other standar dtype beam clamps .With positive attachment to the web of the bea mby bolting or welding, the clamp develops the fullstrength of the hanger rod. No additional bendingstress is applied to the flange of the structuralbeam.

SIZES1-2

SIZE S3-4-5

FIG. 513 DIAMOND BEAM CLAM P

ENGINEERIN GDATA DIMENSIONAL DATA

SIZE RECOM RECOMNUM- MAX NOR UPPER MATERIALBER LOA D

LBRODA B

BOLT SC F

1 2710 3/4 '/a 1- 3/4 1 % x 32 3770 1 1

- 1 '/8 '/2 X 3'/2

3 4960 1 1 '/8 2- 3/4 1 '/4 '/2 x 4 '/2

4 6230 1 'h 1 '/4 2- 3/4 1% % x4'/2

5 8000 1 Y4 1 31 2 - 3/4 134 % x 4 1/2

Material - Carbon steelFinish - - Blac kOrdering - Specify clamp size number, figure

number, name and size and descrip-tion of the structural beam.

Fig . 515

Heavy Duty Ceiling Cli p

Heavy Duty Ceiling Clips are recommended a sattachments to ceilings or beams for the load sshown in the data table .They may be bolted or welded to structural steel .

Material - Carbon stee lFinish - - Blac kOrdering - Specify hanger rod size, figure num-

ber and name.Fig. 515

See also Beam Attachment Fig . 530 page ' 59

FIG. 515

HEAVY DUTY CEILING CLIP


RO DSIZE

A

RECOM MAX

RODTAKE-OU T

B C D E H MATERIAL

APPROXWT PER

100LOAD, LBS

WIT HLAG

SCREWS

'

WITHBOLTS T O

STEE L

'/e

a

42 571 5810

61 011301810

1'/4

Y2

3''/(64 3/45'/4

2 3/43 1/23 '/8

5

~/22 %2 '/83

_11 6

X16

-::I1/4 x% x

'11 Q145

37 4 1500 2710 1 '/4 6 % 4 % 3¼ %

% x

:////2422

'

x

'/2 205

7/s 1650 3770 7 1/4 5'/4 3 3/s ' 6 '/2 x 305

1 1750 4000 7 3/4 5 3/4 3 % ' 16 '/2 x

'430

E. MYATT & CO .

TORONTO ONTARIO58


Figs . 530, 531 Heavy Duty Beam Attachment

Heavy Duty Beam Attachments are accepted andhighly approved upper connections to structuralbeams. These attachments allow free movementof the hanger rod for any horizontal direction ofpipe movement .The cross bolt is normally supplied less lock nut .The welding beads should always be applied in adirection parallel to the beam longitudinal cente rline. This is always true when welding to theunderside of loaded beams .

Material Carbon steelFinish - - Blac kOrdering - Specify hanger rod size, figur e

number and name.

Convenient application showing attachment weldedto large size pipe in lieu of a pipe clamp. Herethe hanger rod take-out is obtained by adding halfthe pipe O.D. to dimension C. May also be usedwith welded eye rod .

FIGS. 530, 531

HEAVY DUTY BEAM ATTACHMENT

ENGINEERING DATA DIMENSIONAL DATAMGR ROD TAKE-OU T

ROD FIG. 530 FIG. 531sum WELDED APPROX

A RECOM MAX EYE F S W E WT PERLOAD ROD NUT 100

LS R C D E F G MATERIAL FIG . SSO -

FIG. 53 1

% 610 2 2% 2 12 12 7/8 1/4 x 2 117 96'/2 1130 2 2 3/4 2 % 1 y4 2 MI '/4 x 2 131 96% 1810 2 3 2 1 '/4 2'/8 1/4 x 2 155 96Y 2710 2 3 '/8 2 7/a 1'/2 '

3 'h % x 2'/2 279 192'AB 3770 3 4 y4 3 1 2 4'/4 % x 2 '/2 394 253

1 4960 3 4'/2 3 1'e 2 4~ '/z x 3 629 4271 1I~i 6230 3 4'/2 3 1 '/4 2'/4 4 3/4 Y2 x 3 618 4501% 8000 3 4 3/4 3 1% 2 ~/z 5 % x 4 1022 8091% 9500 4 6 4 1% 3 6'/2 34 x 5 1902 15601 Y2 11630 4 6 4 1% 3 6 1/2 3/4 x 5 1902 15601% 15700 5 8 % 5 1 7/a 3 3/4 7 3/4 3/4 x 5 2418 18702 20700 5 8% 5 2'/4 3 3/4 8~ 3/4 x 6 3055 2280

E. MYATT & CO.

TORONTO ONTARI O

Fig. 530(With Bolt)

Fig. 531(Without Bolt )

WELDED EYE ROD

F.S. WELDLESS EYE NUTAPPLICATION WITH APPLICATION WITH

59


Fig. 532

Standard Ceiling Cli p

Standard Ceiling Clips are recommended for norma lservice as an economical attachment to wood, stee lor concrete .

Material - Carbon stee lFinish - - BlackOrdering - Specify rod diameter, figure numbe r

and name .

For heavy duty service see Fig . 515 Page 58 and Fig .535 Page 61 .

Fig. 532

FIG. 532

STANDARD CEILING CLIPENGINEERING DATA DIMENSIONAL DATA

RECO MMA X

ROD LOAD APPROXSIZE LB HGR WT PER

A WITH LAG ROD 100SCREW OR TAKE- SIZEBOLTS TO

STEELOU T

B C D F JCOAC HSCREWS

SIZ EBOLTS MATERIA L

100 1% 2 3/4 2% 1 X16 % x1 % % X 16 x1 40200 1 3I4 3 1/2 2 7/8 1 1/4 '16 x 2 1/2 V4 X 1 Y4 80

S 300 1 3/4 3 78 3 1 1/2 16 Y2 x 2 1/21'6 X 1 Y2 12 5

3A 600 1 3/4 4% 3' 1 V/2 1 316 %x3 % %x2 22 57AB 700 1 3/4 5 1/4 3 % 1 '/e ' 3i6 3/4 x 3 3/4 1/2 x 2 340

Fig . 533

Standard Welded Beam Attachmen t

Standard Welded Beam Attachments are recom-mended for normal service as an economical at-tachment for welding to steel .

Material - Carbon stee lFinish - - BlackOrdering - Specify rod diameter, figure numbe r

and name .

L

For heavy duty service see Fig. 531 Page 5 9

(2) HOLES 'J '

F

FIG. 533

STD. WELDED BEAM ATTACHMENTENGINEERIN G

DATA DIMENSIONAL DATAROD APPROXSIZE RECOM WT PER

A LOA DLB B D F MATERIAL

~

100

3/e 200 1 s/% 2 s/8 1 ~i6 x 1 30500 1 3/4 2'/8 1 '/4 '

x 1' 55s/e 625 1 3/4 3 1

' (6 x 1 1/2 903A 1500 1 3/4 3' 1 1/2 % x 2 16 87'8 1950 1 3/4 3 % 1 7/8 y2 x 2 235

1 2250 2 4 2 y2 x 2 1/2 3301 v$ 2750 2 ~ 4 1/4 2' 1/2 x 3 455

F

Fig. 533

D

1

E . MYATT & CO .

TORONTO ONTARIO60


Fig . 535

Double Angle Clip

Double Angle Clips are recom-mended for heavy duty service .They may be welded to steel orbolted where welding is not per-mitted .The hinge action of the cros sbolt permits free swing of thehanger rod to accommodate pipemovement .Pipe spacers are provided t omaintain dimension F .

Fig . 535USED WITH F.S.

USED WITHWEIDLESS EYE NUT

WELDED EYE ROD

Materia lFinish -Ordering

- Carbon stee l- Black- Specify hanger ro d

size, figure num-ber and name .

FIG. 535

DOUBLE ANGLE CLI P


ROD RECOM MAX HANGER RO D

SIZE LOAD LBTAKE-OUT SCH 40 APPROX

A F S W WELDED PIPE WT PE R

BOLTE DTO STEEL

WELDE DTO STEEL

EYE NU TB

EYE RO DC D E

SPACE RF G H MATERIAL ;

100

3/e 610 610 1 3/4 11/8 1 3/4 1/2 s 2% 105Y2 1130 1130 1 Ye 2 1/2 % 3/4 2 1/2 '6

2

1/4x 1 1/2 x

L160

% 1810 1810 2 3/431 /4

3 3/4 '/ 3 1/8 16 1 2703/4 2710 2710 3 31/4

,/81 31/4

1~63 x 2

x. /4 L325

'/e 3370 3370 3 1/2 4 1 1 1/8 3% 1 (6 7301 4000 4960 3 3/4

21/44 1/2 1Y 8 1/4 4 3A 1(6

4 x 3

x % L 8501'/e 4000 6230 3 34 2 1/4 4 1/2 1 1/4 1 % 4'/8 13(6 4 x 3

x % L 9401 Y4 4000 8000 4 1/2 2 3/4 5 1% 1 1/2 5 1316 5 x 3

x 1/2 1 14701 % 5000 9500 4 1/2 2 3/4 5 1/2 1 1/2 1 % 5 1/8 1 6 1 5

1 16801 Y4 5000 11630 5 3 6 1/2 1% 13/4 51/4 l ib

x 3

x /2 l 2025

Fig . 542

Standard Angle Cli p

Standard Angle Clips are intended for use on . the side ofwood, concrete, or steel beams under normal conditions .Fastening is by lag bolts in wood, expansion shields inconcrete and by bolting or welding to steel .

Material - Carbon stee lFinish - - BlackOrdering - Specify hanger rod size, figure number an d

name.

FIG. 542

STANDARD ANGLE CLIP

ENGINEER -ING DATA DIMENSIONAL DATA

ROD RECOM MAX APPROXSIZE LOAD LB WT PERA LAG SCREW 100

OR BOLTTO STEEL B C D HOLES MATERIA L

2/e 100 1 1/4 3/4 X16 Y x 1 1/4 25Y2 160 1316 1 5/e 1 i6 ¼ x 1 Y2 40% 300 1 X16 1 7/8 1 1146 % x 1 1/2 703/4 350 1 11r~i6 2 1/8 1 1/8 % % x 2 105'/e

_ 500 2 2 1/2 1 1/4 % 1/2 X 2 165

Fig. 542

E. MYATT & CO.

TORONTO ONTARIO

61

Section 5ll~l ATTACHMENTS

Fig . 54 5

Fig . 550

Fig. 550

Material - Forged steelFinish - - GalvanizedOrdering - Specify rod diameter, figure

number and name .

Plate Washers have many applications in any piping pro -ject. They are illustrated used as bearing plates weldedto "back-to-back" channels .Standard sizes are listed for convenience but washersmay be obtained to any dimensions and specifications .

FIG. 545

PLATE WASHER

ROD SIZE DIMENSIONAL DATAAPPROXWT PERA HOLE MATERIAL 100

% Y4 x3x3 62'/2 '16 1/4 x 3 x 3 623 % % x3x3 9 17 1916 %x3x3 917/ W6 ysx4x4 21 6

1 1K6 1/2x4x4 21 0

1'/s 1 1/4 x 4 x 4 206

1 1/4 1% , x5x5 329

1% 1'h % x5x5 405

1'/s 1% 5/8 x5x5 399

1% 11/$ % x5x5 386

2 2'/e % x5x5 371

Rocker Washers are recommended within th erange shown in the data table, where hanger rodswing may be encountered .The assembly consists of two matching circula rdished washers permitting an average of 8 0hanger rod angularity from the vertical .

FIG. 550

ROCKER WASHE R

ROD RECOM DIMENSIONAL DATA

UPPER LOWERAPPROX

SIZE MAXWASHER

WT PERWASHERA LOAD 100

LB I .D. O .D. I .D. O.D. E T

3 610 % g ib '/2 1~/8 5~ 1 13 0 '/2 1 1/8 3/4 1 Y2 % % 1 0% 1810 % 1% 7/8 1 7/$ 3/4 K6 1 63 4 2710 3/4 1

~ 7/ 1 7/8 '16 '16 19 '

Fig. 645

Material - Carbon stee lFinish - - Blac kOrdering - Specify hanger rod size, figure

number and name.

E. MYATT & CO .

TORONTO ONTARIO62


Fig . 555

Hardened Steel Rocker Washe r

Hardened Steel Rocker Washers . are recommendedfor use with critical high temperature pipin gsystems .The assembly consists of two ground surfaces ofrust proof hardened steel . The matching groundsurfaces permit easy rocking movement of th ehanger rod to accommodate horizontal movementof the pipe .

FIG. 555 HARDENED STEEL ROCKER WASHER

ROD RECOM APPROXSIZE MAX LOAD DIMENSIONAL DATA WT PE R

A LB B C R T 100

a/a 610 % 1 j6 1 '/2 '/4 3'/2 1130 '%2 1 N6 1 3/4 K6 9% 1810 2j2 1 % 1 3/4 (6 1 3

3/4 2710 % 1 % 2 34 3/8 2 13770 W 6 1 2/e 2 3/4 % 2 3

1 4960 1 3(6 2 2 34 '/2 44

1'/a 6230 13(6 2'/4 3 ' 561'/4 8000 13j6 2 % 3 % '/2 761'/2 11630 1 X16 2 Mt 3'/2 92

Fig . 586-588

C-Clamp

C-Clamps are used for securing pipe lines toI-Beam, wide flange beam and channel wher ethickness does not exceed 3/4" .Set screw should not be overtightened .

FIG. 588 C-CLAMP IS WITHOUT LOCKNUT

FIG. 586 C-CLAM P

RO DSIZE

RECOM .MAX. LOAD

DIMENSIONAL DATA APPROX.WT. PER

100C E H

% 510 1 3/4 % 1 % 42

'/2 535 1 3/4 % 1 % 49

% 550 2 3/4 1'/2 62

3/4 630 2 3/4 1 '/2 87

E. MYATT & CO .

TORONTO ONTARIO

Fig. 555

Material - Hardened and ground rust-proof steel .

Finish - - Greased surfaces .Ordering - Specify rod diameter, figur e

number and name .

TOP OF SUPPORTINGSTEEL

Material - Malleable iron.Finish - - BlackOrdering - Specify rod diameter, figure

number and name.

Fig. 586

63

Section 6AUXILIARY STEE L

Fig . 600

Standard Auxiliary Hanger Stee l

The table of Standard Auxiliary Steel offer sa simplified means of selecting suitabl ecommon hanger auxiliary steel for th eloading indicated . A complete range ofauxiliary steel is available on application .The clip angle affords ease of installationand necessary adjustment . When weldingis not permitted, members with double clipangles for bolting are available . Instal langles with long leg vertical .

*A11 loads based on Safety Factor of 5 .

FIG. 600

STD AUX HANGER STEE L

StjE SINGLEALLOWABLE CONCENTRATED LOAD, L B

(AT CENTER Of SPAN, FT)"CLI P

NO ANGLE ANGL E3 4 5 6 7 s

1 2½ x2½ x 1/4 525 400 300 250 225 200 2 1/2 x 2 1/2 x V4

2 3

x 3

x 1/4 775 575 450 375 325 300 2 1/2

x 2 1/2

x

1/43 4

x 4

x 1/4 1450 1100 875 725 625 550 3

x3

x 1/44 4

x3

x % 2000 1500 1200 1000 850 750 3

x 3

x 1/45 5

x3

x % 2950 2200 1750 1475 250 1100 3

x3

x 1/46 6

x 4

x 3 4400 2200 8801650 . 3 x 3

x 3/8

Fig . 650

Heavy Duty Auxiliary Hanger Stee l

Heavy Duty Auxiliary Steel is intended t osupplement the load range of Fig. 600 asindicated in the data table . Members areavailable with four angle clips for boltin gwhen welding is not permitted .Back-to-back channel spacing is deter -mined by the hanger rod .Plate Washers Fig . 545 page 62 affordhorizontal adjustment of the hanger rod .

*All loads based on Safety Factor of 5 .

FIG. 650

HVY DUTY AUX HANGER STEEL

SIZE DOUBLE ALLOWABLE CONCENTRATED LOAD, LI CLI PNO CHANNEL (AT CENTER OF SPAN, FT)" ANGLE S

3 4 s 6 7 1

1 ][ 4 .1 29202200 1750 1450 250 1100 2½ x 2 1/2 x 1/4

2 4 ][ 5 .4 5050 3800 3050 2500 2200 1900 2½ x 2 1/2 x 1/43 53E6.7 8000 6000 4800 4000 3400 3000 3

x 3

x 1/44 6 3E8 .2 11450 8600 6875 5725 4900 4300 3

x 3

x 3/8S 8 3[11 .5 21600 16200 13000 10800 9250 8100 3

x 3

x %

For Structural Steel details and dimensions, see page 75 .

64

E . MYATT & CO .

TORONTO ONTARI O

C - -

WELD TO

'EXISTIN G

STRUCTURAL1MEMBER HOLE - "H"

L

--

SPAN (LESS 15 " )

Fig . 600 Single Angle

SECT . a- a

L

Material - Carbon stee lFinish - - Blac kOrdering - Specify size number, span ,

figure number, and name .Specify dimension 'C' andhole size 'H' if required .

SPAN

SPACE AS

REQUIRE D

WELD T OEXISTIN GSTRUCTURA LMEMBER

-_ H

SECT . b- b

k SPAN (LESS 1)S" ) •

Fig. 650 Double Channel

Material - Carbon stee lFinish - - Blac kOrdering - Specify size number, span ,

figure number, and name .Order Fig. 545 PlateWashers separately .


Fig . 702

Base AnchorBase Anchors are recommended for anchoring horizontal pipe orwelding elbows . They are designed to anchor against pipe expan-sion forces and movements .Alloy plates are available for . welding to alloy pipe or fittings .

Fig . 702

Material - Carbon steelFinish - - Blac kOrdering - Specify pipe size, dimension ' L ' , figure

number and name.Specify if for horizontal pipe or for longor short radius welding elbows.

FIG. 702

BASE ANCHO R

PIPE DIMENSIONAL DAT A,--

PLATE TH KSIZEB C H L T l T 2

4 6 4 1/2 165 8 6 1 36 S 1/4 3/86 8 6 1 i6 P8 10 8 1316 E

10 1 0 8 1 16 C 3/8 1/212 1 2 9 1/2 1 6% I1 416

1 21 4

9 1/21 1 /2

~%63/16

FY 3/e /2

Fig. 703

Fig. 704

Rigid Base Support

Sliding Base Support

HOLES • "H "__

PSQUAR EATEL

Fig. 703RIGID BAS E

SUPPORT

E .I•' HOLES • "H "F ,,L SQUAR E

Fig. 704

PLAT E

SLIDING BAS ESUPPORT

Material - Carbon steelFinish - - BlackOrdering - Specify pipe size, dimension 'L' ,

figure number and name . Specifyif for horizontal pipe, or for long orshort radius welding elbows.

Fig. 703 and 704 are stanchion type base supports recommended for the support of horizonta lpipe or welding elbows .For pipes larger than 4 inch, a structural section replaces the pipe (used on smaller sizes) a sthe stanchion member .The rigid type is for non-moving pipe and is bolted to the floor or pier .The sliding type allows for horizontal pipe movement . A wear plate, supplied with the support ,is bolted to the floor providing a sliding surface .

FIG. 703 RIGID BASE SUPPORT

FIG. 704 SLIDING BASE SUPPOR T

ENGINEER -ING DATA DIMENSIONAL DATA

PIP ESIZE

RECOMMAXLOAD MAX H

LB L C D E F G HOLES T STANCHION2½ 450 36 4 1/2 6 6 1/2 8 4 2 - ~6 1/4 2" STD PIP E3 8 00 3 6 4 1/2 6 6 Y2 8 4 2- ~6 1/4 2" STD PIPE3 % 1000 3 6 4 1/2

_ 6 6 1/2

_ 8 4 2 - 1/, 2" STD PIPE4 1200 72 4 1/2 6 6 1/2 8 _ 4 2 - ib 1/4 2" STD PIP E5 2000 72 6 8 8 1/2 10 5 4 - 1K6 % 4WF 1 36 2500 72 6 8 8 1/2 10 5 4 - 1/16 3A 4WF1 38 3000 72 8 10 10 12 6 1/2 4- % 34, 6B1 2

10 3800 72 8 10 10 12 6 1/2 4 - 1316 3/8 6WF15 . 512 4000 72 9 1/2 12 10 12 6 1/2 4 - % % 6WF15 . 514 6000 120 9 1/2 12 12 14 8 1/2 4 - 13f6 1/2 8WF3 116 6500 120 11 1/2 14 12 14 8 1/2 4 - 1 16 1/2 8WF3 1

E. MYATT & Co .

TORONTO ONTARIO65

Section 7ANCHORS and GUIDE S

Fig. 705

Sliding Support (welded type)

- ---v

~• — l ----•IFOR 6" PIPE AND SMALLE R

FOR 8 " PIPE AND LARGE R

Sliding Supports and Sliding Guides (Welded Types) are recommended for th esupport of rack piping in chemical plants and refineries where the pipe is subject t ohorizontal expansion .The length of the assembly ' L' may be increased to provide for larger horizonta lpipe movements . All supports maintain a standard 4 inch height between the sup-porting steel and the bottom of the pipe .

Fig. 706

Sliding Guide (welded type )

Sliding Guides are used where guidin gof the sliding support is indicated . Theaddition of side restraining lugs as il-lustrated convert a standard Fig. 705to the Sliding Guide .Dimensions may be modified to sui tspecific applications .

- Carbon steel- Blac k

- Specify pipe size, figurenumber and name .

FIG. 705

SLIDING SUPPORT

FIG. 706 SLIDING GUIDE

(welded t pe )


PIPE MAX APPROX

SIZE AVAIL WT PE R

B C DGUID EMVT E F K L

STEE LSIZE

100

3/4 4 '1 4'j6

1 '/4 4% 2 4 — — 2'/4 6 ST48x ,5'. Q 2501 '/2 4'i6

2 5i62' 5%63 5 3/4 2 4 — --- 4 6 ST4B x 5 .0 2503 1/2 64 6 1/4 ST4B x 5 .0 2505 6% 2'/2 3 '/2 - - 4 6 ST4B x 6 .5 3256 7 16 ST4B x 6 .5 3258 8;6 6 985

10 9% 3 7 4 '/4 % 6 8 100512 10 3/8 8 128514 1

1 9 6 '/4 8 149516 12 3 9 6 '/4 % 8 10 148518 13 8 3/4 5 3/4 3/8 10 2325

ZO 14 3 , 10 S/e 7 '/8 3/8 Y2 12 123495

24 16 /2 3475

E . MYATT & CO .

TORONTO ONTARIO

FOR 8 " PIPE AND LARGER

FOR 6 '" PIPE AND SMALLER

Materia lFinish -Ordering

66


Fig . 707

Sliding Support (non-welded type )

L- K _,_...I

SUPPORTIN GSTEEL

FOR 8 " PIPE AND LARGERFOR 6 " PIPE AND SMALLER

Sliding Supports and Sliding Guides (Non-welded Types) are recommended for the supportof rack piping in chemical plants and refineries which is subject to horizontal expansion ,and where welding is not desirable .

The length of the assembly 'L' may be increased to provide for larger horizontal pip emovements . All supports maintain a standard 4 inch height between the supporting stee land the bottom of the pipe .

Fig . 708

Sliding Guide (non-welded type)

Sliding Guides are used where guidin g

of the sliding support is indicated . The

addition of side restraining lugs as il-

lustrated convert a standard Fig . 707to the Sliding Guide .

Dimensions may be modified to suit spec-

ific applications .


Finish - - Black

Ordering - Specify pipe size, figure

number and name.

FIG. 707

SLIDING SUPPORT

FIG. 708 SLIDING GUIDE

(non-welded type )ENGINEERING DATA DIMENSIONAL DATA

PIPE MAX APPROX

SIZE AVAIL WT EACH

S C DGUIDEMVT A E F J K L

STEE LSIZE

FIG. 707

'/. 4 1/21 4% 1.91'/. 4 1 3(6 2 4 % - - 5 6 ST4$x .S. 0 4th1 ~/2 4 'K62 5Kf62 1/2 5K6 4 . 93 5 34 2 3'/2 '/2 - - 4 ~/2 4 6 ST4B x 5 .0 5 . 13 '/2 6 5 .44 6'/4 Y2 ST4Bx5.0 5 . 65 6'36 2'/2 4 '/2 - - 4 1/2 4 6 ST4 B x 6 .5 6 . 86 7 6 % ST4Bx6.5 9.98 8

6 % 5 16 . 510 9% 3 7 6 3/4 '/4 3/8 7'/2 6 8 23 . 212 10 % '/8 7 30. 414 11 9 6 8 35 . 516 12 3 9 6 '/4 % 9'/4 9 10 -- 3 8 .918 13 8 3/4 5 3/4 1 3/8 10 43 . 020 14 ,

3 /2 10 s , , 76.724 16 /8 7 /e 1 % /2 11 '/e 12 12 ---76.7

E. MYATT & CO. LTD., TORONTO ONTARI O

FOR 6 " PIPE AND SMALLER

.llo n materials are

available for application to allo n piping

over 750" F . -

FOR 8" PIPE AND LARGER

67

Section 8SPRING and CONSTANT SUPPORT S

Spring Hangers for Mobile Pipe Suspensio n

Mobile Suspension Devices are used to prevent the over-stressing of piping, damage to connecte dequipment, and possible failure of the pipe suspension system, resulting from vertical move-ment of suspended piping or connected equipment due to thermal expansion .When piping expands upward and away from its support a rigid hanger no longer affords an ysupporting action to the pipe ; when piping is restrained from moving downward by a rigid suppor tvery large stresses are induced in the pipe .Mobile suspension devices will prevent the actual piping weights from causing the above faults ,but proper stress analysis and suitable expansion compensation is still required for properhanger design .

To select the proper type of suspension device it is necessary to consider : (1) the load to besupported, (2) the magnitude of the piping movements, (3) the general configuration of the pip-ing, (4) allowable end reactions at connected equipment, (5) allowable internal pipe stresses .Our engineers are always at your service to offer recommendations, or to check your sprin ghanger selection .

VARIABLE SPRING HANGERS

FIG. 805 - 810 - 820

Variable spring hangers are used for the support of piping subject to less than 2 inche sof vertical movement and where a variation of supporting force of up to 20% is allow -able .A complete catalogue showing various sizes and mountings is available on request .

LIGHT DUTY SPRING HANGER FIG . 870

Light duty spring hangers are intended for use on non-critical piping for light loads , .(270 lb . max .) and nominal vertical movement .

Fig . 870 Light duty spring hangers are shown on page 69 of this catalogue .

SPRING CUSHIONS FIG . 880

- A

Spring cushions are used where piping is subject to negligible vertical movementbut where a protective cushioning action is required .Fig. 880 Spring Cushions are shown on page 69 of this catalogue .

SWAY BRACES FIG . 890

Sway braces are used to reduce and control piping vibration incident to certainsystems . Sway braces are useful in the control of inertial forces in marin eapplications .Information and details are available on request .

CONSTANT SUPPORT HANGER S

Constant support hangers are used primarily for the suspension of piping subjec tc~

to vertical movement exceeding 2 inches, and when a variation of more than 5%CI:ED

in supporting force could endanger the piping system or the equipment .A complete catalogue is available on request .

B

68

E . MYATT & CO .

TORONTO ONTARIO

Section 8SPRING and CONSTANT SUPPORTS

Fig . 870

Light Duty Spring Hange r

Fig. 870

--r-AMfa

Light Duty Spring Hangers are intended for use on non-criticalpiping for small loads and nominal vertical pipe movements .The Light Duty Spring affords an economical, flexible hangerfor steam or hot water piping, with single hanger rod sus -pension

. Material - Carbon stee lFinish - - Prime" coat corrosion resistant paint .Ordering - Specify spring size, figure number and name.Order hanger rods se parately .

-

!tot/h. %/I ,

FIG. 870

LIGHT DUTY SPRING HANGERENGINEERING DATA DIMENSIONAL DATA

SPRINGSIZE

MAXIMUM PIPELOAD LB

DEFLECTIONRATE LR/IN

MAXIMUM SPRGDEFL (IN )

FROM FREEHEIGHT A R C

APPROXWT PER

100

12

5085

3555

1 %1 Y2

%%

5 1/45 1/4

33

145185

34

150270

100135

1 '2

'h'

6 %8'4

3',4

320460

Fig . 880

Spring Cushion s

Spring Cushions are used where piping is subject to negligiblevertical movement but where a protective cushioning action isrequired.When used with Fig . 261 Trapeze Roller Hanger as illustrated, anexcellent flexible support is provided for horizontal steam or hotwater pipe .

Material - Carbon stee lFinish - - BlackOrdering - Specify spring size, Dimension IAA , figure number

and name.Note - • - One set consists of four retaining plates and tw o

springs . Order hangers separately .

For Trapeze Roller Hangers see Fig . 261 page 34 .For Continuous Thread Rod see Fig . 434 page 49 .

Note -Loads and deflections are per set (two springs )

FIG. 880

SPRING CUSHION SENGINEERING DATA DIMENSIONAL DATA

SPRING MAX SPRG DEFL APPROXSIZE MAX PIPE DEFLECTION (IN) FROM FREE UNLOADED WT PE R

LOAD LB RATE LB/IN HEIGHT A B

C 100

1 535 428 1 ~ % 6 3/4

3 t~ 4502 1500 1200 1 ~/4 ~ 6

4 ~/z 14003 3000 2400 1 1/4 X78 9 %

4 ~/z 2200

Fig. 880

E. MYATT & CO .

TORONTO ONTARIO

69

kdlen 10ALIGNMENT GUIDE

Fig . 1267

PIPE ALIGNMENT GUIDE

Pipe Guides should be used to maintain th ealignment of pipe through its axial expansion andcontraction cycles . Guides are particularlyimportant in conjunction with expansion joints .The pipe should be supported by conventionalmethods independent of the pipe guides . The spiderattachment to the pipe must be installed to insurethat at least half the spider length remains withi nthe housing during operation .Guides are available to special order for travel inexcess of the standard shown .

Fiig .1267

PIPE ALIGNMENT GUID E

SizeNumber

Weight (approx. )tbs. per 100 A B C D E F G H T

1 1000 5 7/8 4 '/2 5 3/8 35 2'/2 4 5/8 '/42 1400 6'311 51(4 6 5/`6 3'/2 6% 2'/2 4 5/e '/43 1800 8 6% 7 5/6 4 6 3/4 2 '/2 4 5/e '/4

4 1800 10%6 8 5/e 9 5A 5 7 3/6 2'/2 4 5/e '/45 2600 12 i 10 3/4 11 5/8 6% 7 3/8 4 6 % '/46 3300 14 ~% e 12 3/4 13 5/6 7'/4 8 4 6 5/e

7 4600 16 7/8 14 3/4 15 ~% e 8'/2 9 3/4 5 1/2 8 3/4 s/S68 6400 18 ~/8 16 3/4 17 7/s 9'/2 10 % 5'/2 8 3/4 5/5 69 8100 21 5/8 19 20 10'/2 11'/4 5 1/2 8 3/4 s/~ 6

10 11400 23 5/8 21 22 11'/2 14'/8 5 1/2 8 7/6 3/811 12400 25 5/8 23 24 12'/2 14 3/4 58 7/e 3/812 17400 28 3/8 25 3/4 26 5/e 13 3/4 15 7/8 5'/2 8 1 3/8

13 22300 32'/8 29'/2 30 1/2 15 3/4 16 3/e 5 1/i 8 1 3/e14 26300 36'/8 3 3'/2 34'/2 17 3/4 17'/8 5'/2 8 1 3/8

E . MYATT & CO .

TORONTO 8, ONTARI O

Material - Carbon Steel .Finish - - Prime coat of corrosion resistan t

paint .Ordering - Specify bare pipe diameter ,

insulation thickness and guid esize number .

70

Section 10ALIGNMENT GUID E

Fig . 1267

PIPE ALIGNMENT GUID E

ALIGNMENT GUID E

SELECTION

CHART

Fig. 1267

BARE COVERING THICKNESS MAX.PIPE 1 1 '/2 2 2 1/2 3 4 TRAVEL

3/a #1 #2 #3 #4 #4 #5 6"

1 #1 #2 #3 #4 #4 #5

1 1/4 #2 #3 #4 #4 #5 #6

1Y #2 #3 #4 #4 #5 #6

2 #2 #3 #4 #4 #5 #6

2 1/2 #3 #4 #4 #5 #5 #6

3 #4 #4 #5 #5 #6 #7

3 ½ #4 #4 #5 #5 #6 #7

4 #4 #5 #5 #6 #6 #7

5 #5 #5 #6 #6 #7 #8

6 #5 #6 #6 #7 #7 #8 6 "

8 #7 #7 #8 #8 #9 8"

10 #8 #8 #9 #9 #1 0

12 #9 #9 #10 #10 #1 1

14 #10 #10 #11 #1 2

16 #11 #11 #12 #12 8"

18 #12 #13 10"

20 #13 #1 3

24 #14 #14 10"

E. MYATT & CO.

TORONTO ONTARIO

71

Section 9TECHNICAL

Technical Section

To facilitate the use of this catalogue, and for your convenience, we have tabulated in each pagepertinent ENGINEERING DATA and DIMENSIONAL DATA applicable to each hanger part .The Technical Section contains additional and supporting data, gathered from various sources, an dcompiled to assist the engineer in designing the most suitable hanger of the proper material .

TABLE OF CONTENTS

ITEM

PageField welding instructions .

72Thermal expansion of pipe . . .

7 3Maximum temperatures for various metals

73Hanger rods, threads per inch, dimensions

7 4Hanger rod loads - carbon steel, alloy .

.

74Decimals of a foot 74Decimals of an inch, and equivalent millimeters . .

74Channels and beams - weights, dimensions, section moduli .

7 5Pipe deflection and stress .

. 76-77Outside diameters of pipes .

.

78Weights of piping materials

. 78-8 7Conversion tables . .

.

8 8Pipe hanger spacing . .

89Intermediate guide spacing .

89Hanger supply services . .

90

INSTRUCTIONS FOR FIELD WELDING OF RIPE HANGER ATTACHMENT S

PREPARATION

1. Surfaces intended for welding must be thoroughly cleaned of any oil, grease or water ,

and of rust, grit, or other foreign matter in order to provide a clean base for the weldin goperation .

APPLICATIO N

2. Care must be taken during the welding process to produce a proper amount of penetra-tion of the parent metal to provide for good adherence of the weld .

3. Full throated fillet welds must be made in joining the hanger attachments to the existingbuilding structural members .

4. All fillet welds shall be continuous unless specified to the contrary . Intermittent weld-ing, where called for, will consist of full throated fillet welds, each deposit of one inc hmeasured length along the weld, with weld deposits spaced one inch apart .

5. Welding may be made by means of either the oxy-acetylene or shielded electric ar cprocess as desired .

CAUTION

6. Every precaution shall be taken to follow good techniques of welding in accordance wit hgood welding practice .

7. Care must be taken so that existing structural members are not unduly overheated durin gthe welding operation .

8. Heating of the existing structural beams, channels, etc ., must not be applied upon thecompression or tension face of a member along a line perpendicular to the length of th emember .

9. The attachment of clips, angles and other weldments to existing structural member sshall be made in such a manner that the welding beads are parallel to the longitudina lcentre line of the member .

72

E. MYATT & CO .

TORONTO ONTARIO

Section 9TECHNICAL

Thermal Expansion of Pipe in Inches per 100 Fee t

Saturated SteamVacuum in HGbelow 212 F. ,Pressure pri gabove 212 F.

Tom -peratureDegreesFahren -

heirCastIron

Carbon &CarbonMolyb-denumSteel

• Copper BrassAluminum

2-S MonetWrought

Iron

4-6% Cr .AlloySteel

12% Cr .Stainles s

Steel

18 Cr.-8 N i

Stainles sStee l

-200 -1 .058 -1 .282 -1 .955 -2 .065 -2 .69 -1 .53 -1 .289 -1 .250 -1,170 -2 .030-180 -0 .982 -1 .176 -1 .782 -L890 -2 .44 -1 .40 -1 .183 -1 .150 -1 .070 -1 .850-160 -0 .891 -1 .066 -1 .612 -1 .705 -2 .18 -1 .27 -1 .073 -1 .030 -0 .970 -1 .670-140 -0.797 -0 .948 -1 .428 -1 .508 -1 .93 -1 .12 -0 .955 -0.970 -0 .870 -1 .480-120 -0.697 -0 .826 -1 .235 -1 .308 -1 .67 -0 .98 -0 .833 -0.800 -0 .750 -1 .300

-100 -0.593 -0 .698 -1 .040 -1 .098 -1 .40 -0 .82 -0 .705 -0.700 -0 .630 -1 .090- 80 -0 .481 -0.563 -0 .835 -0.888 -1 .12 -0 .68 -0 .570 -0.550 -0 .520 -0 .880-- 60 -0 .368 --0.428 -0 .630 -0 .673 -0 .85 -0 .51 -0 .435 -0 .430 -0 .400 -0 .67 0

-- 40 -0 .248 -0 .288 -0 .421 -0 .452

~ -0 .58 -0 .35 -0 .295 -0 .290 -0.270 -0 .45 0- 20 -0.127 -0 .145 -0 .210 -0 .227 -0 .28 -0 .18 -0 .152 -0 .145 -0 .130 -0 .22 5

0 0 0 0 0 0 0 0 0 0 020 0.128 0 .148 0 .238 0 .233 0 .32 0.2 0 .180 0 .140 0 .140 0 .22 332 0.209 0 .230 0 .366 0 .373 0 .50 0.3 0 .280 0 .234 0 .234 0 .35 640 0 .270 0 .300 0 .451 0 .466 0 .63 0 .37 0 .350 0 .280 0 .280 0 .44 6

29 .39 60 0 .410 0 .448 0 .684 0 .690 0 .93 0 .55 0 .540 0 .430 0 .430 0 .669

28 .89 80 0 .550 0.580 0 .896 0 .920 1 .24 0 .74 0 .710 0 .500 0 .550 0 .89 227 .99 100 0 .680 0 .753 1 .134 1 .150 1 .53 0 .92 0 .887 0 .650 0 .690 1 .11 526 .48 120 0 .830 0 .910 1 .366 1 .390 1 .84 1 .11 1 .058 0 .800 0 .820 1 .33 824 .04 140 0 .970 1 .064 1 .590 1 .625 2 .15 1 .30 1 .240 0 .950 0 .960 1 .54 520 .27 160 1 .110 1 .200 1 .804 1 .865 2 .46 1 .50 1 .420 1 .100 1 .090 1 .784

14 .63 180 1 .240 1 .360 2 .051 2 .100 2 .77 1 .70 1 .580 1 .250 1 .230 2 .0006 .45 200 L390 1 .520 2 .296 2 .340 3 .08 1 .88 1 .750 1 .400 1 .380 2 .23 00 212 1 .480 1 .610 2 .428 2 .467 3 .28 2 .00 1 .870 1 .500 1 .460 2 .36 12 .5 220 1 .530 1 .680 2 .516 2 .580 3 .41 2 .07 1 .940 1 .550 1 .510 2 .46 0

10 .3 240 1 .670 1 .840 2 .756 2 .830 3 .73 2 .27 2 .120 1 .720 1 .650 2 .68 0

20 .7 260 1 .820 2 .020 2 .985 3 .070 4 .07 2 .47 2 .300 1 .880 1 .790 2 .92 034 .5 280 1 .970 2 .180 3 .218 3 .315 4 .40 2 .66 2 .470 2 .050 1 .930 3 .15 052 .3 300 2 .130 2 .350 3 .461 3 .565 4 .74 2 .87 2 .670 2 .200 2 .080 3 .39074 .9 320 2 .268 2 .530 3 .696 3 .820 5 .10 3 .07 2 .850 2 .370 2 .220 3 .61 5

103 .3 340 2 .430 2 .700 3 .941 4 .065 5 .43 3 .27 3 .040 2 .530 2 .360 3 .840

138 .3 360 2 .590 2 .880 4 .176 4 .350 5 .78 3 .48 3 .230 2 .700 2 .510 4 .100180 .9 380 2 .750 3 .060 4 .424 4 .610 6 .13 3 .70 3 .425 2 .860 2 .670 4 .346232 .4 400 2 .910 3 .230 4 .666 4 .870 6 .47 3 .91 3 .620 3 .010 2 .820 4 .580

293 .7 420 3 .090 3 .421 4 .914 5 .150 6 .84 4 .12 3 .820 3 .180 2 .980 4 .800366 .1 440 3 .250 3 .595 5 .154 5 .400 7 .19 4 .34 4 .020 3 .350 3 .130 5 .05 0

451 .3 460 3 .410 3 .784 5 .408 5 .680 7 .55 4 .56 4 .200 3 .530 3 .290 5 .300550 .3 480 3 .570 3 .955 5 .651 5 .950 7 .90 4 .78 4 .400 3 .700 3 .450 5 .540664 .3 500 3 .730 4 .151 5 .906 6 .220 8 .25 4 .99 4 .600 , 3 .860 3 .600 5 .800795 .3 520 3 .900 4 .342 6 .148 6 .500 8 .61 5 .23 4 .810 4 .040 3 .760 6 .050945 .3 540 4 .080 4 .525 6 .410 6 .780 8 .98 5 .45 5 .020 4 .200 3 .930 6 .28 0

1115 560 4 .250 4 .730 6 .646 7 .070 9 .35 5 .69 5 .220 4 .400 4 .090 6 .5201308 580 4 .430 4 .930 6 .919 7 .350 9 .74 5 .91 5 .430 4 .560 4 .250 6.7801525 600 4 .600 5 .130 7 .184 7 .620 10 .11 6 .12 5 .620 4 .750 4 .420 7.0201768 620 4 .790 5 .330 7 .432 7 .920 6 .38 5 .840 4 .920 4 .580 7 .2702041 640 4 .970 5 .530 7 .689 8 .200 6 .61 6 .050 5 .100 4 .750 7.520

2346 660 5 .150 5 .750 7 .949 8 .500 6 .85 6 .250 5 .300 4 .910 7 .7702705 680 5 .330 5 .950 8 .196 8 .800 7 .07 6 .470 5 .480 5 .080 8 .0203080 700 5 .520 6 .160 8 .472 9 .080 7 .30 6 .670 5 .650 5 .250 8 .28 0

720 5 .710 6 .360 8 .708 9 .390 7 .65 6 .880 5 .850 5 .430 8 .52 0740 5 .900 6 .570 8 .999 9 .680 7 .79 7 .100 6 .030 5 .600 8 .78 0

760 6.090 6 .790 9 .256 9 .980 8 .02 7 .320 6 .220 5 .770 9 .05 0780 6 .280 7 .000 9 .532 10 .300 8 .27 7 .530 6 .410 5 .950 9 .300800 6.470 *7 .230 9 .788 10 .600 8 .51 7 .730 6 .610 6 .120 9 .580820 6 .660 7 .450 10 .068 10 .920 8 .76 7 .960 6 .800 6 .300 9 .820840 6.850 7 .660 10 .308 11 .220 9 .02 8 .180 7 .000 6 .480 10 .100860 7.049 7 .970 10 .610 11 .530 9 .27 8 .400 7 .190 6 .660 10 .37 0880 7.248 8 .100 10 .971 11 .860 9 .52 8 .630 7 .380 6 .840 10 .630900 7 .460 **8 .340 11 .156 12 .170 9 .78 8 .870 7 .580 7 .010 10 .900920 7.668 8 .540 11 .421 12 .500 10 .04 9 .070 7 .770 7 .200 11 .180940 7 .862 8 .770 11 .707 12 .810 10 .31 9 .300 7 .970 7 .380 11 .460960 8 .073 8 .990 11 .976 13 .140 10.57 9 .520 8 .170 7 .560 11 .730980 8.300 9 .220 12 .269 13 .460 10.83 9 .740 8 .360 7 .840 12 .000

1000 8 .510 9 .420 12 .543 13 .800 11 .08 9 .970 8 .550 7 .920 12 .2601020 9 .65 14 .140 11 .36 8 .75 8 .10 12 .5 51040 9 .87 14 .460 11 .63 8 .95 8 .27 12 .8 21060 10 .08 14 .80 11 .90 9 .15 8 .46 13 .1 01080 10 .32 15 .13 12.18 9 .35 8 .64 13 .3 71100 10 .57 15 .47 12 .43 9 .54 8 .83 13 .6 21120 10.75 15 .81 12 .72 9 .75 9 .00 13 .9 11140 10 .98 16 .16 12 .98 9 .95 9 .18 14 .1 71160 11 .21 16 .50 13 .26 10 .15 9 .36 14 .4 51180 11 .43 16 .86 13 .55 10 .36 9 .55 14 .7 21200 11 .63 17 .21 13 .81 10 .49 9 .72 14 .9 81220 11 .87 14 .10 10 .75 9 .90 15 .261240 12 .10

14.39 10 .95 10 .08 15 .5 31260 12 .33

NOTEI The horizontal lines in each column,

14 .68 11 .15 10 .27 15 .8 11280 12 .55

indicate the

maximum

recommended

14 .96 11 .35 10 .45 16 .081300 12 .75

temperature for each metal .

15 .24 11 .55 10 .63 16 .3 41320 12 .98

*Maximum for Carbon .

15 .53 11 .75 10 .80 16 .621340 13 .21

**Maximum

for Carbon

Maly .

15 .82 11 .95 10 .98 16 .901360 13 .42

16 .10 12 .15 11 .17 17 .1 71380 13 .65 16 .40 12 .35 11 .35 17 .431400 13 .87 16 .68 12 .54 11 .53 17 .701420 Example : 17 .981440 18 .2 5

Find the expansion in 240 ft . of carbon steel pipe carrying steam at 232 psig . pressure with 100 deg .1460 18 .5 21480 superheat and lowest surrounding temperature at 60 F .

Total heat = 400

100 = 500 F .plus 18 .8 01500 19 .07Elongation, steel pipe at 500 F . = 4 .151 "152 01540 Elongation, steel pipe at

60 F . =

.448 "19 .3 319 .6 0

15601580 Difference

3 .703" per 100 ft . 19 .8 8

1600 Expansion in 240 ft. = 2 .40 x 3 .703 = 8 .887" 20 .42

From the Piping Handbook by Sabin Crocker, McGraw-Hill Publishing Co ., & ASME Paper No . 53-A-52, 1954 . Data on monel from International Nickel Co .

E. MYATT & CO .

TORONTO ONTARIO

73

Section 9TECHNICAL

Hanger Rods-Recommended Maximum Load s

DIMENSIONAL DATA RECOMMENDED MAXIMUM LOAD (LB )CARBON STEEL ROD ALLOY ROD - ASTM A'93 GRB 7

HANGER ROD NO. THDS/IN .ROOT OF THD . EYE ROD S

NOT WELDED*STRAIGHT HANGER ROD STRAIGHT HANGER RO DOR WELDED EYE ROD** OR WELDED EYE RO DDIAM (IN) NATL . COARSE) DI A

(IN)ARE A(IN2) 650 . F 650' F

---750 ' F 650 ' F

i

750' F1/4 20 .185 .027 95 240 215 _ _5/16 18 .240 .045 160 410 365 _ _

3/8 16 .294 .068 240 610 540 1,275 1,13 01 ;'2 13 .400 .126 440 1,130 1,010 2,360 2,1005/8 11 .507 .202 705 _ 1,810 1,610 3,780 3,3603,/4 10 .620 .302 1,050 2,710 2,420 5,650 5,0807'8 9 .731 .419 1,470 3,770 3,360 7,850 6,9701 8 .838 .551 1,940 4,960 4,420 10,650 9,1901

1/8 7 .939 .693 2,430 6,230 5,560 13,000 11,53 01

1/4 7 1 .064 .890 3,120 8,000 7,140 16,700 14,81 01 3/8 6 1 .158 1 .054 3,700 9,470 8,400 19,750 17,55 0

1

1/2 6 1 .283 1 .294 4,650 11,630 10,370 24,250 21,58 01 3/4 5 1 .490 1 .744 6,380 15,700 14,000 32,700 29,0502 4Y2 1 .711 2 .300 8,280 20,700 18,460 43,100 38,3002 1/4 4Yz 1 .961 3 .021 - 27,200 24,260 56,600 50,3002 1/2 4 2 .175 3 .716 - 33,500 29,880 69,550 61,8502 3/4 4 2 .425 4 .619 - 41,570 36,950 79,750 57,00 03 4 2 .675 5 .621 _ 50,590 44,970 97,000 70,95 03 1/4 4 2 .925 6 .720 - 60,480 53,760 116,000 103,00 03 1/2 4 3 .175 7 .918 - 71,260 63,340 136,600

121,300

Reference page 4 8Reference page 4 9For a given pipe size, select hanger rod diameter as specified by the pipe clamp . (Eg . 4 ' Fig.124 .5i8" rod )In the case of a spring hanger, the spring size will specify the hanger rod diameter to be used .

Decimal Equivalents

DECIMALS OF A FOO T

INCH 0" 1" 2 "rte.

3 „ 4 „ 5„ 6" 7" 8'' 9"y

10"♦

11 "

0 0 _ .1667 .2500 .3333 .4167 .5000 .5833 ,6667A

.9167.0833 .7500 .833 3

1/16 .0052 .0885 .1719 .2552 .3385 .4219 .5052 ,5885 .6719 .7552 .8385 .921 9

1/8 .0104 .0938 .1771 .2604 .3438 .4271 .5104 .5938 .6771 .7604 .8438 .927 1

3/16 .0156 .0990 .1823 .2656 .3490 .4323 .5156 .5990 .6823 .7656 .8490 .932 3

1/4 .0208 .1042 .1875 .2708 .3542 .4375 .5208 .6042 .6875 .77 08 .8 542 .9375

5/16 .0260 .1094 .1927 .2760 .3594 .4427 .5260 .6094 .6927 .7760 .8594 .9427

3/8 .0313 .1146 .1979 .2812 .3646 .4479 .5313 .6146 .6979 .7813 .8646 .947 9

7/16 .0365 .1198 .2031 .2865 .3698 .4531 .5365 .6198 .7031 .7865 .8698 .953 1

1 /2 .0417 .1250 .2083 .2917 .3750 .4583 .5417 .6250 .7083 .7917 .8750 .958 3

9/16 .0469 .1302 .2135 .2969 .3802 .4635 .5469 .6302 .7135 .7969 .8802 .9635

5/8 .0521 .1354 .2188 .3021 .3854 .4688 .5521 .6354 .7188 .8021 .8854 1 .9688

11/16 0573 .1406 .2240 .3073 .3906 .4740 .5573 .6406 .7240 .8073 .8906 .974 0

3/4 .0625 .1458 .2292 .3125 .3958 :4792 .5625 .6458 .7292 .8125 .8958 .9792

13/16 .0677 .1510 .2344 .3177 .4010 .4844 ,5677 .6510 .7344 .8177 .9010 .984 4

7/8 .0729 .1563 .2396 .3229 .4063 .4896 .5729 .6563 .7396 .8229 .9063 .9896

1 5/16 .0781 .1615 .2448 .3281 .4115 .4948 .5781 .6615 .7448 .8281 .9115 .9948

DECIMALS OF AN INCH &EQUIVALENT MILLIMETER S

Decimal mm Decimal m m

1/32 .0312 .794 17/32 .5312 13.49 4

1/ 16 .0625 1 .588 9/16 .5625 14.28 8

3/32 .0937 2 .381 19 32 .5937 15 .08 1

1/8 .1250 3 .175 5 /8 .6250 15 .87 5

5,'32 .1562 3 .969 21/32 .6562 16b6 9

3/16 .1875 4 .763 11'16 .6875 17.46 3

7/32 .2187 5 .556 23,'32 .7187 1825 6

1 '4 .2500 6 .350 3 ;'4 .7500 19.050

9 .'32 .2812 7 .144 25 32 .7812 19.84 4

5-'16 .3125 7938 13, 16 .8125 24638

11 /32 .3437 8 .731 27 32 .8437 21 .43 1

3/8 .3750 9 .525 7,"8 .8750 2222 5

13/32 .4062 10 .319 29 '32 .9062 23.01 '

7/" l 6 .4375 11 .113 1516 .9375 23 .81 3

15/32 .4687 11 .906 31;32 .9687 24.60 6

1 /2 .5000 12 .700 1 1 .0000 25.406

74

E . MYATT & CO .

TORONTO ONTARIO

Section 9TECHNICAL

Channels-Beams

WEIGHTS - DIMENSIONS - SECTION MODULI

For Standard and Heavy Duty Auxiliary Hanger Steel Assemblies, See Fig Nos 600, 650, Page 64 .

nomina lsize,

weightper ft . ,

flangewidth

thickness sec tof flange, ~ mod

"r lbwide

Z

I axi sican Standard American Standard flange X X

in3Ame r

annel sr

c h I-beams 1 I-

-Ibeam s

Li111 14-5/8 .873 176 . 3119 14-5/8 .938 189 . 4

depth of weight flange mean sect depth of weight flange mean sect nominal weight flange thickness sect 127 144/4 .998 202 . 0section, per ft ., width thickness mod section, per ft ., width thickness mod size, per ft ., width of flange, mod 136 14-3/4 1 .063 216 . 0Y lb of flange, axis Y lb of flange, axis Y lb Z axis 142 15-1/2 1 .063 226 . 7

Z X-X Z X-X X-X 150 15-1/2 1 .128 240. 2in3 in3 in 3 158 15-1/2 1 .188 253 . 4

14167 15-5/8 1 .248 267. 3176 15-5/8 1 .313 281

.94 .1 1-3/8 1 .1 5 .7 2-3/8 1 .7 5 18 .5 5 .420 9.9 184 15-5/8 1 .378 295. 8

3 .25 193 15-3/4 1 .438 310 . 03 5 .0 1-1/2 .25 1 .2 7 .5 2-1/2 1 .9

6 25 6 .456 16 .8 202 15-3/4 1 .503 324 . 9' 211 15-3/4 1 .563 339 . 26 .0 1-5/8 1 .4

7 .7 2-5/8 3 .017 5-1/4 .308 14.1

219 15-7/8 1 .623 352 . 64 .313 20

228 15-7/8 1 .688 367 . 85 .4 1-5/8 1 .9 9 .5 2-3/4 3 .3

5-1/4 .378 17.0 237 15-7/8 1 .748 382 . 24 .313 24 6-1/2 .398 20 .8

7 .25 1-3/4 2 .3 28 6-1/2 .463 24 . 310 .0 3 4 .8

831 8 .433 27 .4 36 7 .428 56 . 3

5 .313 35 8 .493 31 .1 40 7 .503 64.46 .7 1-3/4 3 .0 14 .75 3-1/4 6 .0 40 8-1/8 .558 35 .5 45 7 .563 72 . 4

5 .313 48 8-1/8 .683 43 .2 50 7-1/8 .628 80. 79 .0 1-7/8 3 .5

12 .5 3-3/8 7 3 58 8-1/4 .808 52 .0 16 58 8-1/2 .645 94. 1

6 375 67 8-1/4 .933 60 .4 64 8-1/2 .715 104. 2' 71 8-1/2 .795 115. 98 .2 1-7/8 4 .3 17 .25 3-5/8 8 .7 78 8-5/8 .875 127. 8

621 5-3/4 .340 21 .5 88 11-1/2 .795 151 . 310 .5 2 .375 5 .0 15 .3 3-5/8 10 .425 5-3/4 .430 26 .4 96 11-1/2 .875 166 . 1

7 .37529 5-3/4 .500 30 . 8

13 .0 2-1/8 5 .820 .0 3-7/8 12 .0 33 8 .433 35 . 0

39 8 .528 42 .2 50 7-1/2 .570 89. 09 .8 2-1/8 6 .0 45 8 .618 49 .1 55 7-1/2 .630 98. 2

18 .4 4 14 .2 49 10 .558 54 .6 60 7-1/2 .695 107. 87 12 .25 2-1/4 .375 6 .9 8 .438 10 54 10 :618 60 .4 64 8-3/4 .686 117. 0

23 .0 4-1/8 16 .0 60 10-1/8 .683 67 .1 18 70 8-3/4 .751 128. 214 .75 2-1/4 7 .7 66 10-1/8 .748 73 .7 77 8-3/4 .831 141 . 7

25 .4 4-5/8 24 .4 72 10-1/8 .808 80 .1 85 8-7/8 .911 156. 111 .5 2-1/4 8 .1 10 50 77 10-1/4 .868 86 .1 96 11-3/4 .831 184.4

35 .0 5 29 .289 ,10-1/4 .998 99 .7 105 11-3/4 .911 202. 2

8 13 .75 2-3/8 .375 9 .0 100 10-3/8 1 .118 112 .4 114 11-7/8 .991 220 . 1112 10-3/8 1 .248 126 . 3

18 .75 2-1/2 10 .9 ~

31 .8 5 1 36 .062 8-1/4 .615 126 . 4

13 .4 2-3/8 10 .5 35 .0 5-1/8.563

37 .82 731

6-1/ 26-1/2

.40 0

.46534 . 139.4 68 8-1/4 .685 139 . 9

12 36 6-5/8 .540 45 .9 73 8-1/4 .740 150 . 79 15 .0 2-1/2 .438 11 .3 40 .8 5-1/4 44 .8 40 8 .516 51 .9 21 82 9 .795 168 . 0

.688 45 8 .576 58 .296 9 .935 197 . 6

20 .0 2-5/8 13 .5 50 .0 5-1/2 50.3 50 8-1/8 .641 64 .7112 13 .865 249 . 6

i 53 127 13 .985 284 . 115 .3 2-5/8 13 .4

42 .9

-58

1010

.57 6

.64170 . 778 .1

142 13-1/8 1 .095 317 . 25-1/2 58 .9

65 12 .606 88 . 020 .0 2-3/4 15 .7 15

.62512 72 12 .671 97 . 550 .0 5-5/8

64 2 76 9 .682 175 . 410 .438 79 12-1/8 .736 107 .1 84 9 .772 196 . 3

25.0 2-7/8 18 .1 85 12-1/8 .796 115 .7 94 9 .872 220.954 .7 6 88.4 92 12-1/8 .856 125 .0 100 12 .775 248. 9

30 .0 3 20 .6 18 .688 99

112-1/4 .921 134 .7 24 110 12 .885 274 .4---70.0 6-1/4 101 .9 106 12-1/4 .986 144 .5 120 12-1/8 .930 299 . 1

20.7 3 21 .4 120 12-3/8 1 .106 163 .4 130 14 .900 330 . 7

65 .4 6-1/4 116 .9133 12-3/8 1 .236 182 .5 145 14 1 .020 372 . 5

12 25 .0 3 .50 23 .9813

161 12-1/2 1 .486 222 .2 160 14-1/8 1 .135 413 . 5

30.0 3-1/8 75 .0 6-3/8 126 .3190 12-5/8 1 .736 263 . 2

26.920 94 10 .747 242 . 8

33 .9 3-3/8 41 .7 85 .0 7 150.2 3 034

6-3/ 46-3/4

.383.453

41 . 848 .5

102 10 .827 266 . 3.938

38 6-3/4 .513 54 .6 27 114 10-1/8 .932 299 . 215 40 .0 3-1/2 .625 46 .2 95 .0 7-1/4 160.0

43 8 .528 62 .7145 14 .975 402 . 9

48 8 .593 70.2 160 14 1 .075 444 . 550 .0 3-3/4 53 .6 79 .9 7 173.9 53 8 .658 77 .8 177 14-1/8 1 .190 492 . 8

.87514 61 10 .643 92 .2

42 .7 4 61 .0 90 .0 7-1/8 185.8 68 10 .718 103 .0 108 10-1/2 .750 299 . 224 ~---. 74 10-1/8 .783 112 .3 116 10-1, 2 .875 327 945 .8 4 . 63 .7 100 .0 7-1/4 197 .6 78 12 .718 121 .1 124 10-1/2 .930 354 .618 .625 84 12 .778 130 .9 30 132 10-1,'2 1 .00 379 . 751 .9 4-1/8 69.1 105 .9 7-7/8 1 .125 234 .3 87 14-1/2 .688 138 .1 172 15 1 .065 528 . 2

95 14-1/2 .748 150 .6 190 15 1 .185 586 . 158 4-1/4 74 .5 120 .0 8 250 .9 103 14-5/8 .813 1163 .6 210 15-1/ 8 1 .315 649 9

E. MYATT & CO .

TORONTO ONTARIO75

Section 9TECHNICAL

Pipe Deflection

Stress Chart

Explanation and Examples

A common problem confronting the hanger designer is the decision to locate either a rigid hange ror a spring hanger in a pipe line subject to some vertical movement .His decision will be governed by the flexibility of the pipe line and the amount of load or reactionforce which may safely be applied to the connected equipment such as pumps, small turbines an dheaters, or against pipe anchors .The Pipe Deflection . Stress Chart on page 77 is offered to enable the engineer to determin eallowable deflection and resulting stress in an anchored and guided pipe cantilever .The Chart is intended for application to non-critical pipe lines where a high degree of exactitud eis not needed. Using the Chart eliminates rigorous stress and deflection calculations not neces -sary to this class of piping .The Chart is not intended for application to such critical systems as main or reheated steam o rboiler feed pipes where exact thermal movement and pipe stress should be found through forma lcalculations .The engineer is advised to use the Chart together with the Thermal Expansion Table on page 7 3and refer to allowable pipe stress values tabulated in the several sections of the Code for PressurePiping.

Basis of the Pipe Deflection r Stress Chart

3E A (O . Dom)

625 x A x O.D .Up to 650°F, S A 144x103

xLz

L '

Above 650°F, S A ') = 1 . .25 Sc + .25

= 25 fAx (O.D. )SA

S A x L''625 (0.D. )

ASSUMED MANNER OF DEFLECTIO NOF GUIDED CANTILEVER

Where : E

= 30 x 10 6 (psi)

A

= Deflection (in )

L

= Pipe length (ft )O.D. = Outside diameter of pipe (in )S A = Stress (kips/sq in )

kip = kilo-pounds (1000 lb )

Use of the Chart is shown in the following examples :Example 1 .

Find- - - Pipe length, L .Given - - Deflection, pipe size, allowabl e

stress .

Assume - Deflec (A) = 1 .25 inchNom pipe size = 6 inchAllow stress (SA) = 18 kips/sq in

Enter the Chart on page 77 with A 01 and pipesize 02 and follow arrows to intersection . Fol-low line ® down to 18 kips/sq in and read Pip eLength of 17 ft . (sloped line)

Example 2 .

Find - - - Pipe stress, S .Given - - Deflection, pipe size, allowabl e

stress .

Assume - Deflec (A) = 1 .25 inNom pipe size = 6 i nPipe length = 17 ft

Enter the Chart on page 77 with A U and pipesize 02 and follow arrows to intersection . Fol-low line 03 down to intersectionwith sloped lineof L = 17 ft and read horizontally to the right .The stress is 18 kips/sq in .

(1) Allowable stress range, Code for Pressure Piping, ASA B31 . 1

E. MYATT & CO .

TORONTO ONTARI O76

)L00''w'"S -Bllilm-'"mm

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M

Section 9TECHNICAL

Weights of Piping Material s

General Notes

Pipe material weights are shown in boldface type in the tables on pages 79 through 87 . Pipe insulationfactors are shown in light face type.To determine weights of insulation on flanges, valves and fittings, multiply insulation weight per foo tby the appropriate factor in light face type .

Weight per foot of steel pipe is subject to the following tolerances :

Specification Tolerance Specification Tolerance

ASTM A 53ASTM A 120

Std ±5%XS

±5%XXS±10%

ASTM A 15 8ASTM A 206ASTMA280

12" andunder, +6 .5%, -3 .5%over 12" size, +109 , -5%

ASTM A 106 Sch 10-120, +6 .5%, -3 .5%Sch 140-160, +10%, -3 .5%

API 5L All sizes, +6.5%, -3.5%

Weight of tubing (lb/ft) = 10 .6802 x F x T (D-T) Where: T = Wall thickness (inches)D = Outside Diam . (inches)F = Relative weight factor

Weight of tubing is based on low carbon steel weighing 0.2833 pounds per cubic inch .

Relative Weight Factor "F" of Various Metals

Carbon Steel 1 .00 Stainless Steel 1 .01 Aluminum 0.35 Copper 1.14Wrought Iron 0.98 Cast Iron 0.91 Brass 1.12 Lead 1.44

Weight of fluid in a tube (lb/ft) = 0 .3405 x G (D - 2T) 2 , Where : G = Fluid Specific GravityD = O.D. of tube (inches )T = Tube wall thickness (inches )

Weights of insulation are for conventional 85% magnesia and diatomaceous silica and asbesto scompositions and include approximate weights of canvas, cement, paint, wire and bands . Add tothis, weight of any weatherproofing, metal sheathing or other specified special protection .

Valve weights vary according to particular manufacturer's designs . Weights shown herein areapproximate only and do not include weight of any mechanical or motor operator mechanisms .

In the following tables, weights of 125 and 250 pound cast iron valves are for valves with standar dflange ends . Weights of steel valves are for welding end type . To calculate weights of flanged endsteel valves, add tabulated weight of valve to weight of two corresponding slip-on flanges .

Weights of flanges and flanged fittings include weights of bolts and nuts .

OUTSIDE DIAMETERS OF PIPE S

NOM STEEL SOIL BELL AND SPIGOT MECH COPPER NOM STEEL SOIL BELL AND SPIGOT MECH COPPE RPIPE PIPE PIPE JOINT TUBING PIPE PIPE PIPE JOINT TUBIN GSIZE (IPS) 150-200-250 PIPE SIZE (IPS) 100 150-200-250 PIPE

1/2 0 .840 - - - 0 .625 5 5 .562 5 .500 - - - 5 .12 53/4 1 .050 - - - 0 .875 6 6 .625 6 .500 - 6 .90 6 .9 6 .12 5

1 1 .315 - - - 1 .125 8 8 .625 8 .625 - 9 .05 9 .0 8 .12 51-1/4 1 .660 - - - 1 .375 10 10 .750 10 .750 - 11 .10 11 .1 10 .12 51-1/2 1 .900 - - - 1 .625 12 12 .750 12 .750 - 13 .20 13 .2 12 .12 52 2 .375 2 .375 - - 2 .125 14 14 .000 - 15 .30 15 .65 15 .3 -2-1/2 2 .875 - - - 2 .625 16 16 .000 - 17 .40 17 .80 17 .4 -3 3 .500 3 .500 3 .96 - 3 .125 18 18 .000 - 19 .50 19 .92 19 .5 -3-1/2 4 .000 - - - 3 .625 20 20 .000 - 21 .60 22 .06 21 .6 -4 4 .500 4 .500 4 .80 4 .80 4 .125 24 24 .000 - 25 .80 26 .32 25 .8 -

E. MYATT & CO .

TORONTO ONTARIO78

Section 9TECHNICA L


Max . Temp. ° F

Z Thickness-Inche sHigh - Temp

> Thickness -Inche s0 85% Magnesi a0

Total Wt ./ Ft .

1" PIPE SIZE

1 .315" O .D .

40 80 160

Std . xs xxs

.133 .179 .250 .358

1 .68 2 .17 2 .84 3 .6 6

.37 .31 .23 .1 2

1 . 03

1 . 0.3

2 . 3.3

2 . 6. 3

1 .0.2

1 . 0.2

2 .0.2

2 . 5. 2

1 . 3.4

1 . 4.4

3 .2.4

3 . 3. 4

.6 .6 1 .4 1 .5

. 5

.3. 5.3

1 . 2.3

1 . 5.3

125 250 150 300 400 1 600 900 11500 1 2500

Cast Iron Stee l

2 . 51 .5

41 .5

21 .5

31 .5

41 .5

1 11 .5

1 41 . 5

31 .5

4, 1 .5 ,

61 .5

1 11 .5

1 51 . 5

21 .5

31 .5

y

41 .5

1 11 .5

1 51 . 5

2 . 51 .5

41 .5

31 .5

51 .5

41 .5

1 11 .5

1 61 . 5

63 .6

1 43 .7

3 03 . 8

3 . 8

53 .2

1 33 .4

2 63 . 6

1 15 .4

2 05 .6

4 05 . 7

C .I .FLANGED

STEE LBUTT WELDING END S

8 .5 6 71 .5 4 . 3

13 7 0

I r1 .5 4 . 3

~ i

8 .5 201 .5 0 . 9

281 . 2

1 2 1 2 2 6 6

400 600 800 1200

2 2Y2

1 1 i2

.8 1 .5 3 .7 5 . 8

1'%" PIPE SIZE - 1 .660" O.D .

40 80 160

Std . xs xxs

.140 .191 .250 .382

2 .27 3 .00 3 .76 5 .22

.65 .56 .A6 .27

1 . 5.3

1 . 6.3

3 . 0.3

3 . 3. 3

1 . 3.2

1 . 4.2

2 . 5.2

2 . 8. 2

2 . 0.5

2 . 2.5

3 . 8.5

4 .4. 5

1 . 01 .2

1 . 11 .2

1 .4 1 . 8

. 9

.3. 9.3

1 . 0.3

1 .4. 3

125 250 150 300 400 600 900 1500 2500

Cast Iron Stee l

2 . 51 .5

51 .5

31 .5

41 .5

61 .5

1 21 .5

2 21 . 5

31 .5

61 .5

71 .5

1 11 .5

2 41 . 5

31 .5

41 .5

61 .5

1 21 .5

2 31 . 5

3 . 01 .5

4 . 51 .5

31 .5

61 .5

61 .5

1 31 .5

241 . 5

83 .6

1 63 .7

1 83 .8

323. 9

1 03 .9

1 8

3 . 9

73 .3

1 43 .4

1 53 .5

3 03 . 7

1 45 .4

245 .6

2 65 .7

505 . 9

C .I .FLANGED


_

3 43 .8

1 84 .0

9 54 . 4

f 2 04 .0

10 54 . 4

2 14

1 62 .2

3 31 . 1

381 . 1

1 2 1 2 2 6 9

400 600 800 1200

2 2Y2

1 1Y2

1 .0 1 .6 4 .1 6 . 4

Schedule No .

Designatio nWa 'a, Thickness - In .

Pipe - Lb ./Ft .

Water - Lb ./Ft .

v, 90° Elbo w0z

c~ Hz H

uJ t-'

45° Elbo w

Tee

3 WCouplin g

0N

Cap

Pressure Ratinp-ps i

Materia l

W0z

U.

Screwed or Slip-O n

Welding Nec k

Lap Join t

Blin d

0 "W 00 ZZ

- I ~u_~

S .R . 90°

Elbow

L .R . 90° Elbo w

45' Elbow

Tee

Type of End s

Gat e(Flanged bonnet)

W Globe or Angl e> (Flanged bonnet )

Chec k(Flanged bonnet )

Gat e(Bonnetless )

Glob e(Bonnetless)

BoltsOne CompleteFlanged Joint

FOR GENERAL NOTES SEE PAGE 78

E . MYATT & CO.

TORONTO ONTARIO

79

Section 9TECHNICAL


Schedule No .

Designation

Waa Thickness - In .

,

Pipe - Lb. 'Ft .

Water - Lb . 'Ft .

w 90° Elbo w

Z45° Elbo w

- 1-

.1 TeeW _-.-~

0Coupling

Cop

Pressure Rating-ps i

Materia l

W0Z

J

Screwed or Slip-O n

Welding Nec k

Lap Joint

Blind

Q Nw 00 ZZ F_

-

S .R . 90'

Elbow

L .R . 90° Elbow--•

45° Elbo w

Tee

Type of End s

Gate(Flanged bonnet )

w Globe or Angl e

J (Flanged bonnet )

Check(Flanged bonnet)

Gat e(Bonnetless )

Glob e(Bonnet) es s )


Max . Temp. ° F

Z Thickness-Inche six High - Tempw0

Thickness -Inche s85% Magnesi a

UTotal Wt .~ ' Ft .

1 %2" PIPE SIZE - 1 .900" O.D .

40 80 16 0

Std . xs xxs

.145 .200 .281 .400

2 .72 3 .63 4 .87 6 .4 1

.88 .77 .61 .4 1

2 . 04

2 . 5.4

5 . 5.4

6 .0. 4

1 . 7.2

2 . 0.2

4 . 2.2

4 . 8. 2

2 . 7.6

3 . 0.6

6 . 5.6

7 . 8. 6

3 . 0_

1 . 31 . 21 .3

1 . 31 .3

2 . 01 . 3

1 . 2.3

1 . 8_

.32 . 2.3

2 . 5.3

1251 250 150 300 400 600 900 1500 2500

Cast Iron Stee l

3 . 51 .5

61 .5

31 .5

71 .5

81 .5

201 .5

3 01 . 5

41 .5

81 .5

1 01 .5

1 8_1 .51 . 5

3 2

31 .5

71 .5

81 .5

1 81 .5

321 . 5

4 . 01 .5

71 .5

41 .5

81 .5

91 .5

2 01 .5

3 21 . 5

1 03 .7

1 33 .7

2 43 .8

2 83 .9

5 04

1 24

1 44

2 64

93 .4

1 23 .4

2 03 .5

2 43 .5

4 43. 7

1 65 .6

2 15 .6

3 35 .7

3 75 .8

7 06

C.I .FLANGE '


2 76 .8

5 04

7 04 .2

11 54 . 5

4 04 .1

4 64 .2

11 04 . 5

3 24 .1

3 34 .2

8 04 . 5

2 42 .0

401 . 2

4 41 . 2

1 2 .5 1 3 .5 3 .5 9 12

400 600 800 120 0

2 2/2

1 1 /2

1 .1 L8 4 .2 6 . 6

2" PIPE SIZE - 2 3/8" O.D .

40 80 16 0

Std . xs xxs

.154 .218 .343 .43 6

3 .65 5 .02 7 .45 9 .0 3

1 .46 1 .28 .97 .7 7

3 . 3.5

3 . 8.5

6 . 0.5

6 . 4. 5

2 . 7.2

2 . 9.2

5 . 0.2

5 . 9. 2

3 . 8.6

4 .4.6

7 . 8.6

8 . 7. 6

2 . 01 .4

2 . 21 .4

3 . 91 .4

4 . 81 . 4

1 . 8.4

2 . 0.4

3 . 6.4

4 .0. 4

125 250 150 300 400 600 900 1500 2500

Cast Iron Stee l

51 .5

91 .5

51 .5

81 .5

1 01 .5

3 31 .5

5 01 . 5

61 .5

1 01 .5

1 21 .5

3 11 .5

5 01 . 5,

51 .5

1 01 .5

,

1 11 .5

3 01 .5

,4 7

1 . 5

61 .5

1 01 .5

51 .5

,

1 11 .5

1 21 .5

331 .5

5 21 . 5

1 63 .8

2 43 .8

1 93 .8

2 83 .8

4 24

804 2

2 84 .1

2 34 .1

3 14 .1

~ ,

2 33 .5

1 73 .4

2 53 .5

3 53 .7

703 .9 ,

2 45 .7

3 85 .7

2 85 .7

4 05 .7

5 06

12 06 . 3

C .I .FLANGED


. '5 2

7 .14 33 .9

6 54 .1

834 .4

1554 . 8

6 47 .3

4 24

5 84 .3

8 04 .4

1604 . 8

5 17 .3

2 74

5 543

4 74 .4

11 0_4 . 8

4 22 .3

501 . 4_5 52 . 1

1 .5 3 .5 1 .5 4 4 .5 12 .5 2 1

300 500 600 800 1200

2

1 1/2 2 1/2 1/2

1 .3 2 .1 3 .2 6 .7 8 .7


E. MYATT & CO .

TORONTO ONTARIO

80

Section 9TECHNICA L


wa'a

Schedule No .

Designation

Thickness - In .

Pipe -- Lb ./Ft .

Water - Lb./Ft .

Z

F- -I- w

0cC Z

0

w3

L .R . 90° Elbo w

S .R . 90° Elbow

45° Elbo w

Tee

Lateral

one size 1Reducer reduction/

Cap


Materia l4w0 Screwed or Slip-On

J Welding Nec k

Lap Join t

Blin d

w 0c7 Z

i!::

S .R. 90° Elbow

L .R . 90° Elbo w

45° ElbowLL w

Tee

Type of Ends


aw Globe or Angl eJ (Flanged bonnet )

>Chec k

(Flanged bonnet )

Gat e(Press .seal bon . )

Glob e(Press .seal bon . )


0Max . Temp . °F

Z Thickness - Inch .High - Temp .j Thickness - Inch .

0 85% Magnesi aV

Total Wt ./Ft .

2Y2" PIPE SIZE - 2 7/8 " O.D .

40 80 160

Std . xs xxs

.203 .276 .375 .552

5 .79 7 .66 10 .0 13 . 7

2 .08 1 .84 1 .54 1 .0 7

2 . 9.6

3 . 9.6

5 . 2.6

7 . 0. 6

2 . 0.4

2 . 6. 4

1 . 6.3

2 . 1.3

2 . 6.3

-

3 . 5. 3

r--5 . 9.8

6 . 8.8

7 . 9.8

10 . 0. 8

9. 21 .5

13 . 51 . 5

1 .7.3

2 . 2.3

2 . 9.3

4 . 0. 3

.8

.41 . 0.4

2 . 0.4

2 . 1.4

125 250 150 300 400 600 9 00 1500 2500

Cast Iron Stee l

71 .5

1 31 .5

81 .5

1 31 .5

1 71 .5

451 .5

671 . 5

91 .5

1 41 .5

1 91 .5

4 31 .5

601 . 5

91 .5

1 51 .5

1 91 .5

4 61 .5

671 . 5

81 .5

1 41 .5

91 .5

1 51 .5

1 91 .5

4 61 .5

6 81 . 5

2 13 .8

3 53 .9

2 93 .8

4 23 .9

534 .1

12 04 . 4

2 74 .2

404 .2

3 34 .2

4 74 . 2

2 03 .5

353 .6

2 33 .5

3 73 .6

4 53 .8

11 03 . 9

3 55 .7

525 .8

4 35 .7

5 55 .9

7 86 .2

16 06 . 6

C .I .FLANGED

STEELBUTT WELDING END S

507

8 27 .1

5 34

8 34 .1

10 84 .6

22 05 . 1

437 .1

907 .4

5 04 .1

8 54 .4

10 04 .6

25 05 . 1

3 67 . i

7 17 .4

3 24 .1

7 04 .4

7 04 .6

1755 . 1

7 02 .2

10 01 .7

1001 . 7

8 02 .4

12 02 .3

12 02 . 3

1 .5 6 1 .5 7 8 19 19 27

?00 400 600

1 800 120 0

2

1 1% 2 1%2 1/2

1 .4 2 .3 3 .4 7 .3 9 .3

3" PIPE SIZE - 3Y2" O .D .

40 80 160

Std . xs xx s

.216 .300 .438 .600

7 .58 10 .3 14 .3 18 . 6

3 .20 2 .86 2 .34 1 .804

4 . 6.8

6 . 1.8

8 . 4.8

10 . 7. 8

3 . 0.5

4 . 0. 5

2 .4.3

3 . 2.3

4 .4.3

5 .4. 3

7 .4.8

9. 5.8

12 . 2.8

14 . 8. 8

17. 01 .8

24 . 01 . 8

2 . 2.3

2 . 9.3

3 . 7.3

4 . 7. 3

1 . 4.5

1 . 8.5

3 . 5.5

3 . 7.5

125 250 150 300 400 600 900 11500 1 2500

Cast Iron Stee l

91 .5

1 61 .5

91 .5

1 61 .5

201 .5

3 51 .5

601 .5

10 01 . 5

91 .5

1 71 .5

2 31 .5

3 31 .5

5 91 .5

1051 . 5

1 . 59 ' 1 8

1 .52 1

1 . 5_3 5

1 .56 1

1 .510 3

1 . 5

9. 51 .5

18

'1 .5

10 '1 .5

1 91 .5

2 31 .5

3 71 .5

6 11 .5

1051 . 5

2 83 .9

4 54

3 63 .9

544

664 .1

9 04 .3

15 04 . 6

3 34 .3

5 04 .3

4 04 .3

6 04 . 3

2 53 .5

4 03 .6

2 73 .5

4 73 .6

6 03 .8

903 .9

13 04

4 05 .9

666

5 25 .9

8 26

10 06 .2

15 06 .5

22 56 . 9

C .I .FLANGEC


6 67

11 07 .4

7 74

12 04 .4

15 34 .8

22 54 .9

33 85 . 3

5 67 .2

12 07 .6

8 04 .2

10 04 .6

13 24 .8

2404 .9

34 05 . 3

4 67 .2

1007 .6

5 04 .2

1004 .6

9 04 .8

14 54 .9

23 55 . 3

852 .5

17 02 .5

18 02 . 5

9 12 .5

18 02 .5

2602 . 5

1 .5 6 1 .5 7 .5 8 12 .5 25 3 7

300 400 600 800 120 0

1 %2 2

1 1 %2 2 1 %2 1

1 .6 2 .7 4 .0 8.0 10 . 2


E . MYATT & CO .

TORONTO ONTARIO81

S.ction 9TECHNICAL


waa.

Schedule No .

Designatio n

Thickness - In ._

Pipe - Lb./Ft .

Water - Lb./Ft .

L .R . 90° Elbow

C9Z,S .R . 90° Elbo w

45° Elbow

F- wD O Teeco z

0 Latera lw

one

ize 1Reducer reducti o

s

n )

C ap


Materia lInw0zJu.

Screwed or Slip-On

Welding Nec k

Lap Join t

Blind

S .R . 90° Elbow

woIn

0 zZ.~ -

u- u.

.

L .R . 90° Elbow

45° Elbo w

Tee

Type of Ends

Gat e(Flanged bonnet )

aw Globe or Angl e> (Flanged bonnet )J

>Check

(Flanged bonnet),

(Press .seal bon . )

Glob e(Press .seal bon . )


Max . Temp . °F0= Thickness - Inch .cr High - Temp .

w Thickness - Inch .0 85% Magnesi aU

Total Wt ./Ft .

3 %2"' PIPE SIZE - 4" O.D.

40 80

Std xs xx s

.226 .318 .636

9 .11 12 .51 22 .85

4 .28 3 .85 2 .5 3

6 .4 8 .7 15 . 49 .9 . 9

4 . 3.6

5 . 8. 6

3 . 3.4

4 . 4.4

7 . 5. 4

9 .9 12 . 6.9

2 0. 9

19 . 21 .8

25 . 61 . 8

3 . 1.3

4 . 1.3

6 . 9. 3

2 . 1.6

2 . 8.6

5 . 5. 6

125 250 150 300 400 600 900 1500 250 0

Cast Iron Stee l

1 .520

11 5 25 2 7

1 31 .5

2 61 .5

2 71 . 5

1 41 .5

2 31 .5

2 71 . 5

1 31 .5

2 21 .5

1 61 .5

2 71 .5

3 51 . 5

3 64

1584 .1

4 84

8 04 . 3

4 54 .4

6 34 .4

5 44 . 4

3 13 .6

5 2,

3 .73 73 .6

7 83 . 9

6084 68 46 4

C .I .FLANGED


8 27 .1

14 37 .5

8 84 .1

20 04 . 9

7 47 .3

13 77 .7

9 94 .3

16 04 . 9

7 17 .3

12 57 .7

5 44 .3

12 04 . 9

3 .5 6 .5 3 .5 1 2

200 400 600 800 1200

1%2 2

1 1 1/2 2 1%2 1%2

1 .7 2 .9 4 .3 8 .6 11 .1

4" PIPE SIZE - 4%2" O .D .

40 80 120 16 0

Std . xs xx s

.237 .337 .437 .531 .67 4

10 .8 15 .0 19 .0 22 .5 27 . 5

5 .51 4 .98 4 .47 4 .02 3 .3 8

8 . 71

11 . 91

17 . 61

21 . 21

5 . 8.7

7 . 9. 7

4 . 3.4

5 . 9.4

8 . 5.4

10 . 1. 4

12 . 61

16 . 41

2 31

2 71

3 02 .1

4 52 . 1

3 . 6.3

4 . 9.3

6 . 6.3

8 . 2. 3

2 . 6.6

3 . 4.6

6 . 5.6

6 . 7. 6

125 250 150 300 400 600

900 1500 250 s

Cast Iron Stee l

1 51 .5

2 51 .5

1 41 .5

2 61 .5

321 .5

4 21 .5

651 .5

9 21 .5

15 51 . 5

1 51 .5

2 71 .5

3 81 .5

4 21 .5

5 81 .5

801 .5

15 71 . 5

1 61 .5

2 81 .5

341 .5

4 51 .5

* 681 .5

921 .5

1541 . 5

1 71 .5

2 91 .5

1 81 .5

3 21 . 5

~

3 81 .5

4 81 .5

61 .5

941 .5

16 11 . 550

4 .1S

4 .258

4 .185

4 .210 04 .3

13 0 a4 .4

18 04 .5

24 04 . 8

5 64 .5

8 04 .5

7 04 .5

924 . 5

4 43 .7

603 .8

503 .7

7 53 .8

9 03 .9

11 84

16 04 .1

21 04 . 2

746 .1

11 06 .3

8 46 .1

1246 .3

1536 .4

1956 .6

25 06 .8

35 07 . 2

C .I .FLANGEC


1097 .2

18 87 .5

11 54 .2

17 34 .5

21 05

2755 .1

37 05 .3

57 05 . 7

977 .4

17 77 .8 4 . 4

11684 .8

1945

22 05 .1

38 05 .3

55 05 . 7

8 07 .4

14 67 .8

1044 .4

14 64 .8

1605

18 05 .1

25 65 .3

35 05 . 7

1652 .5

23 02 .8

25 03

1752 .5

26 02 .8

37 53

4 6 .5 4 7 .5 12 12 .5 25 34 6 1

200 400 500 600 800 120 0

1 Y2 2

1 1%2 2 2W 1%2 1%2

1 .8 3 .2 4 .8 5 .1 9.8 12 .2

FOR GENERAL NOTES SEE PAGE 7 8

82E. MYATT & CO . TORONTO ONTARIO

Section 9TECHNICAL


waa

Schedule No .

Designation

Thickness - In .

Pipe - Lb ./Ft .

Water - Lb ./Ft .

0

HO Om zJw3

L .R . 90° Elbow

S .R . 90° Elbo w

45° Elbo w

Tee

Lateral

onR

iz eReducer reduct i

son)

CapC


Materia ltnw0z

uJ

.

Screwed or Slip-On

Welding Nec k

Lap Join t

Blind

0 InW OO EZ F-J -u. u-

S .R . 90° Elbow

L.R . 90° Elbow

45° Elbo w

Tee

y

uJ

J

Type of End s

Gat e(Flanged bonnet )

Globe or Angl e(Flanged bonnet )


Gat e(Press.seal bon . )

Globe(Press seal bon . )


Max . Temp . ° F

Z Thickness - Inch .High - Temp .

> Thickness - Inch .O 85% Magnesi au

Total Wt./Ft .

5" PIPE SIZE - 5 9/16" O .D .

40 80 120 16 0

Std xs xxs

.258 .375 .500 .625 .750

14 .6 20.8 27 .4 32 .9 38 . 6

8.66 7 .89

,

7 .06 6.33 5 .6 2

14 . 71 .3

2 11 .3 _

3 21 .3

3 71 . 3_

9 . 8.8

13 . 7. 8

7 . 3.5

10 . 2.5

15 . 6.5

17 . 7. 5

19 . 81 .2

2 61 .2

3 91 .2

4 31 . 2

4 92 .5

7 02 . 5

6.4

8 . 3.4

12 . 4.4

14 . 2. 4

4 .2.7

5 . 7.7

1 1.7

1 1. 7

125 250 150 300 400 600 900 1500 250 0

Cast Iron Stee l

1 91 .5

3 11 .5

1 81 .5

3 21 .5

3 81 .5

7 41 .5

981 .5

1651 .5

25 01 . 5

2 11 .5

3 41 .5

441 .5

781 .5

9 61 .5

16 51 .5

2 951 . 5

1 81 .5

3 21 .5

451 .5

7 31 .5

10 31 .5

17 01 .5

25 01 . 5

2 1j .5

3 51 .5

2 31 .5

3 91 .5

4 81 .5

791 .5

10 31 .5

1731 .5

2751 . 5

6 04 .3

984 .3

8 04 .3

11 34 .3

13 54 .5

21 24 .7

26 64 .8

40 05 . 2

7 84.7

11 04 .7

904 .7

13 04 . 7

543 .8

8 43 .8

6 23 .8

10 53 .8

12 04

1904 .2

24 04 .3

34 04 . 5

9 16 .4

14 56 .5

12 06 .4

1736 .4

2006 .8

31 07

40 07 .2

62 07 . 8

C .I .FLANGED


14 0 '7 .3

20 07 .9

15 04 .3

25 04 .9

31 05 .3

40 05 .5

51 05 .8

85 06 . 3

14 07 .6

25 08

1704 .6

24 05

27 55 .3

2755 .5

65 85 . 8

12 07 .6

21 08

14 04 .6

2005

25 05 .3

2745 .5

3255 .8

53 06 . 3

2852 .9

40 03 .1

4503 . 4

3002 .9

50 03 .1

55 03 . 4

6 6 .5 6 8 12 .5 19 .5 33 60 9 8

200 300 500 600 800 1000 120 0

1 /2 2 3

1 1 %2 2 2/2 1 /2 1 %2 1 %2

2 .3 3 .8 5 .6 7 .4 10 .9 13 .3 20 . 6

6" PIPE SIZE - 6 5/8" O .D .

40 80 120 160

Std xs xxs

.280 .432 .562 .718 .864

19 .0 28 .6 36 .4 45 .3 53 . 2

12 .5 11 .3 10 .3 9 .16 8 .1 4

22 . 91 .5

341 .5

5 31 .5

61 . 81 . 5

15 .21

22 .61

11 . 3.6

16 .7.6

2 6.6

3 0. 6

29 . 31 .4

4 21 .4

601 .4

681 . 4

792 .9

10 12 . 9

8 .7.5

12 . 6.5

18 . 8.5

2 1. 5

6 . 4.9

9 . 2.9

17 . 5.9

17 . 5.9

125 250 150 300 400 600 9001500 2500

Cast Iron Stee l

2 31 .5

4 01 .5

2 21 .5

4 41 .5

5 51 .5

9 51 .5

11 51 .5

2051 .5

40 01 . 5

2 41 .5

4 21 .5

541 .5

9 51 .5

13 01 .5

20 01 .5

40 01 . 5

241 .5

4 81 .5

541 .5

931 .5

13 01 .5

21 01 .5

4 001 . 5

2 81 .5

5 01 .5

2 91 .5

5 51 .5

7 01 .5

10 01 .5

13 51 .5

2001 .5

42 01 . 5

8 04 .3

13 04.4

904 .3

15 54 .4

19 04 .6

2804 .8

36 05

55 05 . 3

974 .9

14 54.9

12 54.9

19 04 . 9

703 .8

14 73 .9

8 03 .8

i13 53 .9

15 54 .1

2504 .3

3204 .3

45 04 . 6

11 76 .5

2006.6

14 56 .5

22 56 .6

29 06 .9

41 07 .2

55 07 .5

75 08

C .I .FLANGED


17 07 .3

36 08

21 04 .3

37 55

40 05 .5

55 05 .8

78 06

123 06 . 6

1857 .8

35 08 .2

24 04 .8

35 05 .2

36 55 .4

4655 .8

84 06

15 57 .8

2908 .2

1754 .8

2755 .2

34 05 .4

38 55 .8

46 06

8756 . 5

3953 .9

54 03 .5

6003 . 8

41 53 .9

6003 .5

7003 . 8

6 10 6 11 .5 19 30 40t

76 14 5

200 300 400 600 700 800 1000 1200

1 /2 1 /2 2 3

1 1 /2 2 2'/2 1/2 2 1 %2 1/2

2 .5 4 .2 6 .4 8 .4 12.3 14 .9 16.7 24 . 2


E . MYATT& CO.

TORONTO ONTARIO

83

Section 9TECHNICAL

Weights of Piping Materia S

wda

Schedule No .

Designatio n

Thickness - In .

Pipe - Lb ./Ft .

Water - Lb ./Ft .

L .R . 90° Elbow

S .R . 90° Elbo wz

45° Elbow

D Oco s

W

Tee

Latera l

3 one siito

eReducer reductn)

Cap


Materia lNWZJu.

Screwed or Sl i p- O n

Welding Nec k

Lap Join t

Blind

W EO0 zZ

J ~=u. Li-

S . R, 90° Elbo w

L .R . 90° Elbow

45° Elbo w-

Tee

Type of Ends

Nw

(Flanged bonnet )

Globe or Angl e> (Flanged bonnet )J


Gat e(Press.sealbon . )



Max . Temp . ° F0 `Z

w

Thickness - Inch .High - Temp .

Thickness - . Inch .0 85% Magnesi aU --

Total Wt ./Ft .

8" PIPE SIZE - 8 5/8" O .D.

30 40 60 80 100 120 140 16 0

Std . xs xx s

. 277 .322 .406 .500 .593 .718 .812 .875 .906

24 .7028,55 35 .64 43 .4 50 .9 60 .6 67 .8 72 .4 74 . 7

22 .18 21 .69 20.79 19.8 18 .8 17 .6 16 .7 16 .1 15 . 8

4 62

6 92

11 42

11 72

30 . 51 .3

45 . 61 . 3

22 . 8.8

3 4.8

5 5.8

5 6. 8

53 . 71 .8

76 . 41 .8

11 81 .8

12 01 . 8

15 53 .8

21 63 . 8t

13 . 9.5

2 0.5

3 2.5

33. 5

11 . 31

16 . 31

3 11

3 21

125 250 150 300 400 600 900 1500 250 0

Cast Iron Stee l

3 21 .5

6 11 .5

341 .5

6 61 .5

8 21 .5

13 51 .5

2051 .5

32 01 .5

60 01 . 5

341 .5

7 51 .5

8 91 .5

14 01 .5

21 01 .5

3351 .5

70 01 . 5

3 61 .5

6 81 .5

851 .5

13 01 .5

22 51 .5

34 51 .5

5901 . 5

4 31 .5

8 01 .5

5 01 .5

9 11 .5

11 51 .5

16 01 .5

23 51 .5

36 01 .5

64 51 . 5

1254 .5

20 74 .7

15 04 .5

23 84 .7

32 05

44 05 .2

63 05 .4

10005 .8

1605 .3

24 05 .3

2055 .3

2905 . 3

102 170 125 200 235 360 530 9003 .9 4_3.9 4 4 .1 4.44 .5 4 . 8

18 26 .8

30 07 .1

2256 .8

35 07 .1

4657 .5

60 07 .8

97 08 .1

150 08 . 6

C .I .FLANGED


25 07 .5

58 08 .1

33 04 .5

55 05 .1 6

73010006 .3

135 06 . 6

32 08 .4

55 08 .6

41 05 . 4

51 05 .6 5 . 9

575120 06 . 3

3008 .4

45 08 .6

30 05 .4

47 05 .6

52 05 .9

5606 .3

68 06 . 6

700 90 04 .3

100 04 . 5_

69 069 04 .2

110 04 .3

130 04 . 5

6 .5 16 6 .5 18 30 40 69 121 23 2

300 400 500 600 700 800 1000 120 0

1 Y2 1 Y2 2 3

1Y2 2 2/2 3 1Y2 2 2 1Y2

5 .3 7 .7 10 .3 12 .5 16 .9 19 .6 23 .1 29 .8

10" PIPE SIZE - 10 3/4" O.D .

30 40 60 80 100 120 140 160

Std . x s

.307 .365 .500 .59 3 .718 .843 1 .000 1 .125

34 .24 40.5 54 .7 64 .3 76 .9 89.2 104 .1 115 . 7

34 .98 34 .1 32 .3 31 .1 29.5 28.0 26 .1 24 . 6

81 . 52 .5

1092 .5

2262 . 5

541 .7

7 31 .7_

40. 41

541

10 91

91 .2 12 .1

118-2 .1

2222 .1 -

23 84 .4

3354 . 4

23.6

3 1.6

58. 6

2 01 .3

2 61 .3 - _

541 . 3

125 250 150 300 400 600 900 1500 2500

Cast Iron Stee l

5 21 .5

9 81 .5

5 21 .5

10 11 .5

11 71 .5

21 01 .5

2951 .5

5301 .5

115 01 . 5

6 01 .5

11 01 .5

15 11 .5

2 261 .5

31 01 .5

55 01 .5

13001 . 5

521 .5

11 01 .5

13 61 .5

21 01 .5

32 51 .5

58 01 .5

11301 .5

`7 0

1 .513 71 .5

7 71 .5

14 51 .5

1841 .5

26 61 .5

34 01 .5

60 01 .5

125 01 . 5

21 04 .8

34 04 .9

24 04 .8

35 04 .9

4755 .2

70 05 .6

10005 . 8

26 05 .8

40 05 .8

31 05 .8

43 05 . 8

17 04 .1

28 04 .2

1854 .1

30 04 .24. 3

385 57 04 .6

75 04 . 7

2907 .2

4957 .4

34 07 .2

57 07 .4

63 07 .8

10008 .4

150 08 . 7

C .I .FLANGED


47 07 .7

90 08 .3

50 04 .7

89 05 .3

120 06 .3

157 56 .9

25007 . 1

54 09 .1

94 09 .1

100 06 .1

10756 .8

13506 .9

260 07 . 1

45 09 .1

75 09 .1

40 06

58 06 .1

72 56 .3

750-6 .9

100 05 .0

140 04 .9

180 05 . 2

110 05 .0

180 04 .9

240 05 . 2

15 33 15 38 52 72 95 184 445

200 300 500 600 700 8 00 1000 120 0

l Y2 l Y2 2 3Y2

1 Y2 2 2Y2 3 2 2/2 2 1/2

6 .6 9 .5 12 .3 14 .2 23 .0 27 .5 31 .0 35 .3


E . MYATT & CO .

TORONTO ONTARIO84

Section 9TECHNICAL


12" PIPE SIZE - 12 3/4 " O.D .

30 40 80 100 120 140 16 0

II

Std x s

.330 .37 5 .406 .500 .687 .84 3 1 .000 1 .125 1 .312

43 .8 49 .6 53 .5 65 .4 88 .5 107.2 125.5 139.7 160. 3

49 .7 49 .0 48.5 47 .0 44 .0 41 .6

I

39 .3 37 .5 34 . 9

11 93

15 73

3753

79 . 52

10 42

601 .3

7 81 .3

18 11 . 3

13 22 .5

1672 .5

„3602 . 5

33 75 .4

55 65 . 4

3 3.7

4 4.7

94. 7

3 01 .5

3 81 .5

8 91 .-5

125 250 150 300 400 600 900 1500_250 0

Cast Iron Stee l

7 01 .5

13 51 .5

721 .5

14 01 .5

1651 .5

2501 .5

3901 .5

74 01 .5

141 01 . 5

8 81 .5

16 51 .5

21 01 .5

17 11 .5

39 01 .5

84 01 .5

184 01 . 5

7 21 .5

1651 .5

18 51 .5

2501 .5

44 01 .5

78 01 .5

1410 11 . 5

9 61 .5

18 01 .5

12 01 .5

21 01 .5

26 01 .5

34 51 .5

47 51 .5

84 01 .5

160 01 . 5

30 05

47 05 .2

34 55

55 05 .2

70 05 .5

85 05 .8

150 06 . 2

39 06 .2

550 48 06.26. 2 .

650 160 06 . 2

25 04 .3

40 04 .3

28 04 .3

45 04 .3

55 04 .5

72 54 .7

113 04 . 8

40 07 .5

67 07 .8

50 07 .5

80 07 .8

95 08 .3

130 08 .7

20009 . 3

C .I .FLANGED

STEELBUTT WELDING END S

6907.8

130 08 .5

92 54 .8

135 05.5

16006 .8

22757 .1

325 07 .8

-

8009 .4

120 09 .5

14006 .5

15006 . 8

67 59 .4

11609 .5

70 06 .5

87 56 .5

110 06 .8

11757 . 1

170 05 .2

21005 .5

250 05 . 9

175 05 .2

27005 .5

300 05 .9

15 44 15 49 69 91 124 306 62 2

200 300 400 600 700 800 1000 120 0

1 Y2 1 Y2 2/2 3/2

1 Y2 2 2'/2 3 2 2Y2 2 1Y2

9.6 12 .5 15 .5 18 .8 26 .7 32 .0 36 .6 43 .3


14" O.D. PIP E

20 30 40 80 100 120 140 160

Std xs

.312 .375I

.437 .500I

.750 .937 1 .093 1 .250 1 .406

45 .7 54 .6 63 .4 72 .1 106.1 130.7 150.7 170.2 189 . 1

60 .92 59.7 58 .7 57 .5 53 .2 50.0 47 .5 45 .0

1

42 . 6

15 43 .5

2023 . 5

102.2 .3

13 52 . 3

7 71 .5

10 01 . 5

15 92 .8

20 32. 8

4955 .8

58 85. 8

631 .1

8 31 . 1

351 .7

4 61 . 7

125 250 150 300 400 600 900

Cast Iron Stee l

9 31 .5

18 51 .5

10 01 .5

1951 .5

23 01 .5

30 01 .5

4801 . 5

12 01 .5

21 01 .5

24 51 .5

3401 .5

48 01 . 5

11 51 .5

22 01 .5

26 01 .5

31 01 .5

4951 . 5

12 61 .5

24 0,

1 .515 0

1 .528 0

1 .5350

1 .541 5

1 .5600

1 . 54005 .3

62 05 .5

5005 .3

64 05 .5

6705 .7

95 05 .9

155 06 . 4

52 06 .6

77 06 .6

62 06 .6

77 06 . 6

30 0, 4 .3

5004.4

38 04 .3

58 0.

4 .464 04 .6

88 04 .8

125 04 . 9

60 08

95 08 .4

6908

100 08 .3

115 08 .6

170 08.9

24009 . 6

C .I .FLANGED


95 0, 7 .9

180 08 .8

85 04 .9

18756 .3

200 07 .1

310 07 .4

40008 . 1

11759 . 9

9009 .9

r

22 57 22 62 88 118 15 9

200 300 400 500 600 700 800 1000 120 0

1 /2 1 2Y2 3'h

1 Y2 2 2Y2 3 3Y2 2 2/2 2 1 Y2

10 .4 13 .4 16 .8 20 .3 23 .8 28.7 33 .1 39 .4 46 . 4

=Schedule No .

Designationwa-U.

Thickness - In .

Pipe - Lb ./Ft .

Water - Lb./Ft .

L .R . 90° Elbow

r S .R . 90° Elbo wzH 45 ° Elbow

I.- -I-. wD0 Teem z

0

wLateral

one

iz 13 e)Reducer reduction

s

Cap

Pressure R ating- psi ,

Materia l

wZ Screwed or Slip-O n

Welding NeckU.

Lap Join t

Blin d

w 00 zZJ ~=ww

S .R . 90° Elbow

L .R . 90° Elbo w

45° E !bow

Tee

Type of Ends


w Globe or Angle> (Flanged bonnet )J

>Chec k

(Flanged bonnet )

Gat e(Press .seal bon . )

Globe(Press .seal bon . )


0Max . Temp . ° F

Z Thickness - Inch .High - Temp.

j Thickness - Inch .0 85% Magnesi aU

Total Wt./Ft .

E. MYATT & CO .

TORONTO 8, ONTARIO

85

l~e~leh 9~~CMNICAL

Weights of Piping Materials

waa

Schedule No .

Designation

Thickness - In .

Pipe - Lb ./Ft .

Water - Lb ./Ft .

0Z

I LL~ 0mZ

0

w

L.R . 90° Elbow

S .R . 90° Elbo w

45 ° Elbow

Tee

Lateral

one sizeReducer reductio n)

Cap


Materia lawZJu-

Screwed or Slip-O n

Welding Neck

Lop Join t

Blind

0 u)

w0

0 ?Z i.J

S .R . 90° Elbow

L.R . 90° Elbo w

45° Elbo wu- LL

Tee

Type of Ends

Gat e(Flanged bonnet )N

w Globe or Angl eJ (F Ian9ed bonnet )

j Chec k(Flanged bonnet)

Gat e(Press .sealbon . )



Max . Temp . ° F0Z Thickness - Inch .

High - Temp .j Thickness - Inch.0U

85% Magnesi a

Total Wt./Ft .

16" O.D . PIPE

20 30 40 80 100 120 140 16 0

Std x s

.312 .37 5 .500 .8 43 1 .031 1 .218 1 .437 1 .593

52 .4 62 .6 82 .8 136.5 164 .8 192 .3 223 .6 245 . 1

80 .5 79.1 76 .5 69 .7 66 .1 62 .6 58 .6 55 . 9

20 14

2654

13 52 .5

1772 . 5f

10 01 .7

13 21 . 7

20 23 .2

25 73 . 2

65 06 7

7746 . 7

7 8_1 .2

10 21 . 2

4 41 .8

5 81 . 8

125 250 150 300 400 600 90 0

Cast Iron Stee l

12 0~1 .5

23 51 .5

11 51 .5 _

23 01 .5

30 01 .51 . 5

410 52 51 . 5

15 51 .5

2901 .5

35 51 .5

46 01 .5

60 01 . 5

15 51 .5

2901 .5

33 01 .5

44 01 .5

57 01 . 5

17 51 .5

30 81 .5

19 51 .5

34 01 .5

44 01 .5

5801 .5

70 01 . 5

55 05 .5

83 05 .8

66 05 .5

9505 .8

10006

140 06 .3

190 06 . 7

7257

105 07

78 07

110 07

42 54 .3

7004 .6

48 04 .3

70 04 .6

85 04 .7

12005

16005

75 08 .3

128 08 .7

98 08 .3

140 08 .6

17009

215 09 .4

375 01 0

C .I .FLANGED


125 08

235 09

135 05

2500 2700 37007 . 9_

120010 . 5

31 76 31 83 114 152 19 9

200 300 400 500 600 700 800 1000 120 0

1 12 1 /2 2 %2 3 %2

1 /2 2 2'/2 3 3/2 2 2/2 2 1,/2

11 .6 15 .1 18 .8 19 .8 21 .5 32 .0 37 .2 43 .6 51 .4

18" O.D. PIP E

20 30 40 60 80 120 16G

Std x s

.312 .375 .437 .500 .563 .750 .937 1 .375 1 .781

59 .0 70 .6 82 .1 93 .5 104 .8 138 .2 170 .8 244 .1 308 . 5

102 .8 101 .2 99 .9 98 .4 97.0 92 .7 88 .5 79 .2 71 . 0

25 64 .5

33 84 . 5

17 12 .8

_22 52 . 8

12 81 .9

16 81 . 9

25 83 .6 ,

32 83 . 6

79 87 .5

9847 . 5

941 .3

12 31 . 3

5 72 .1

7 52 . 1

125 250 150 300 400 600 90 0

Cast Iron Stee l

14 0_1 .5

2901 .5

15 01 .5

30 01 .5

36 01 .5

55 01 .5

77 01 . 5

1701 .5

37 01 .5

43 01 .5

57 51 .5

8301 . 5

18 01 .5

35 01 .5

38 51 .5

55 01 .5

8001 . 5

21 01 .5

4001 .5

24 01 .5

45 01 .5

52 51 .5

75 01 .5

110 01 . 5

65 05 .8_

110 06

71 05 .8

115 06

130 06 .2

180 06 .6

2 8007

98 07 .4

140 07 .4

95 07 .4

145 07 .4

__._

49 04 .4

88 04 .7

52 04 .4

90 04 .7

105 04 .8

155 05

23005 . 2

93 08 .6

165 09

10008 .6

140 09

190 09 .3

27009 .9

435 010 . 5

C .I .FLANGED


165 08 .2

260 09 .3

320 07 .5

360 07 .8

570 08 . 4

137 110 . 5

41 93 41 101 139 193 29 9

200 300 400 500 600 700 800 1000 1200

11/2 1 %2 2/2 3'r2

12 2/2 3 3/2 2 2Y2 2 1',/2

12 .9 16 .0 20 .8 25 .0 27 .5 35 .8 40 .9 48 .0 56 . 3


86E. MYATT & CO . TORONTO ONTARI O

Section 9TECHNICA L


20" O.D. PIPE

24" O.D. PIP E1 .

Schedule No .

Designatio nwaa.

4

Thickness - In .

Pipe - Lb./Ft .

Water - Lb./Ft .

L .R . 90° Elbow

0 S .R . 90° Elbo wzH 45° Elbo w

I-- .

H LLD O Teem z

DJ Latera lw3 one

iz ,Reducerreductio ns

e!

Cap

Pressure R ating- ps i

v)C9zJw

Materia l

Screwed or Slip-On

Welding Nec k

Lap Join t

Blind

Z

S .R . 90° Elbow

L.R. 90° ElbowZ F .

J t=ww

45° Elbo w

Tee

Hj

>

Type of End s

(Flanged bonnet )Globe or Any l e

(Flanged bonnet )Chec k

(Flanged bonnet )Gat e

_ (Press .seal bon . )Glob e

(Press seal bon . )

Bolts One CompleteFlanged Joint

=t~

Max . Temp. ° FThickness - Inch .

High - Temp .j Thickness - Inch .0 85% Magnesi a

Total Wt./Ft .

20 .40 60 80 100 120 140 160

Std x s

.375 .500 .687 .968 1218 1 .5311 .8122062 2.343

94 .6 125.5 171 .2 238.1 296 .4 367.4 429 484 54 1

183 .8 180.1 174 .3 165.8 158 .3 149 .3 141 134 12 7

486 66

30 53 .7

40 43 . 7

22 92 .5

30 22 . 5

4454 .9

56 34 . 9

148 210

17691 0

1671 .7

2201 . 7

1022 .8

1342 . 8

125

250 150 300 400 600 900

Cast Iron Stee l250

1 .554 0

1 .525 01 .5

5601 .5

6501 .5

100 01 .5

18001 . 5

3001 .5

6601 .5

75 01 .5

10001 .5

19001 . 5

31 01 .5

6301 .5

7501 .5

10001 .5

190 01 . 5

4001 .5

7501 .5

4701 .5

8501 .5

105 01 .5

14001 .5

25001 . 5

125 06 .7

205 06 .8

170 0-6.7

22006 .8

25007 .1

35007 .6

6200 ,8 . 1

185 08 .7

270 08 .7

185 08 .7

29008 . 7

9204 .8

165 0_

5115 0

4 .8163 0

52000

5.12800

5.5520 0

6185 0

10310 010 .2

230010

320010 .2

380 010 .6

520011 .4

940012 . 1

C.I .F LANG ED


310 08 .5

65009 .8

700 08 .7

71009 .1

930 09 . 9

30001 2

71 174 71 174 274 360 687

200 300 400 500 600 700 800 1000 1200

1 Y2 14 2'/~ 33 4

1 %2 2 2%2 3 2 2 1 Y

16.7 21 .8 26 .8 32 .0 35 .2 45.2 52 .2 60 .8 71 . 2

20 30 40 60 80 100 120 140 160

Std xs

.375 .500 .59 3 .812 1 .0 31 1 .281 1 .500 1 .7 50 1 .968

78 .6 104 .1 122.9 166.4 208.9 256.1 296 .4 341 .1 379 . 0

126.0 122 .8 120.4 115 .0 109.4 10394 %.3 92 .6 87 . 931 735 4~9

21 23 .4

27 83 . 4

15 82 .1

2082 . 1

32 14

4074

102 48 .3

122 18 . 3

14 21 .7

18 61 . 7

7 22 .3

942 . 3

125 250 150 300 400 600 900

Cast Iron Stee l17 51 .5

3501 .5

19 01 .5

3701 .5

4501 .5

6501 .5

95 01 . 5

2101 .5

4501 .5

5101 .5

71 01 .5

101 01 . 5

2351 .5

4301 .5

4751 .5

7001 .5

9801 . 5

2751 .5

5401 .5

31 01 .5

5501 .5

7001 .5

9501 .5

13001 . 5

7906-

13506 .3

9306

14006 .3

170 06 .5

23006 .9

36007 . 3

130 07 .8

180 07 .8

13507 .8

170 07 . 8

5904 .6 ,

110 04 .8

6504 .6

11004 .8

140 04 .9

19005.2

290 05 . 4

110 09

21009 .5

140 09

19009 .5

240 09 .7

350 010 .1

550 01 1

C .I .FLANGED


200 08 .3

385 09 .5

44507 .9

47508 .2

650 08 . 9

177 21 1

52 95 52 105 180 242 36 1

200 300 400 500 600 700 800 1000 1200

14 1 %2 2'/2 3Y2

1 %2 2 2%2 3 3%2 2 2/2 2 1

14 .2 18 .4 22 .8 27 .2 30.3 38 .6 44.7 , 52 .2 61 . 2


E. MYATT & CO.

TORONTO ONTARIO87

Section 9TECHNICAL

Gals . (US) ofH2O at 62° F

Gals . (US) ofH20/min.

Gravity (g )

Gals . (US )

Gals . (US)per min.

Kilowatt s

H.P.(boiler)

Inchesof Hg

at 32 F

Inche sof N0at 62 F

Kilowatthour s

Inche s

H .P .hour s

H .P.

Meters

Ounce sper sq . in .

Poundsper sq . ft .

Poundsper sq . in .

Pounds o fH2O/minat 62° F

Poundsper cu. ft .

Poundsper cu . in .

Qts . (dry )

Pint s(liq. US )

Ounces(fluid)

Pounds(avoir . )

Poundsof N0at 62 F

Qts .(liq. US)

Radian spe r

second

sq. Ft .

Sq . In.

Watts

L

76 . 029 .92 1

Atmospheres 33 .9414 .69631 .058

777 .540.000392 7107 . 50.000292 8

16 .3870 .00057871 .639x10- 52 .143x10- 50.00432 90.0163 90 .0346 30 .0173 2

0 .0294650 .8816 262 .355 40 .43302304 .44

0.50800.016670.0182 90 .304 80 .01136

Cms of Hg at 32° FIn . of Hg at 32° FFt . of 1120 at 62° FPounds/sq . in .Tons/sq . in.

Foot Lbs .H .P . hour sKilogram metersKilowatt hrs .

Gals . (US)/sec .Liters/sec .Lbs . H2O/min . at62° FGals . (US)/min .Gals . /24 hrs .

Cubic centimetersCubic feetCubic meter sCubic yardsGallons (US )LitersPints (liq. US )Quarts (liq . US)

Atmosphere sIn . of Hg at 32° FLbs ./sq. ft .Pounds/sq . in .Kilogram/sq . mete r

Centimeters/sec .Feet/sec .Kilometers/hr .Meters/min .Miles/hr .

37850 .133 723 10 .00378 50 .00495 13 .785840 .8326 7

8 .33

6 .0086

0 .0022280 .133688.02080.06309

32 .174980. 6

42 .4 433,00 055 00 .745 7745 . 7

33,47 99 .80334 . 5

2546 . 51,980,000273,7500.745 7745 . 72 .54 00 .0833 3

0 .0334 2345 . 370 .730.4911 71 .134313.611 67 .8587 2

0 .00245 525 .3 70 .57745 .19690 .036090 .07347

56 .9244,24 0737 . 31 .34 11000

341 32,655,2001 .34 1367,1001000

1003 .28 139.3 71 .0940 .00 11000

Cubic centimetersCubic feetCubic inche sCubic metersCubic yardsLiter sPints (liq. US )Quarts (liq . US )Gals. (Imperial)

Lbs . of Water

Tons of H20/24 hour s

Cu . ft ./sec .Cu . ft ./min .Cu. ft ./hr .Liters/sec .

Ft ./sec . 2Cent ./sec . 2

Btu/min.Ft . lbs ./min .Ft. Lbs ./sec .KilowattsWattsBtu/hourKilowatt sLbs . of water evapo-rated/hr . at 212° FBtuFoot Lbs .Kilogram metersKilowatt hrs .Watt hrs .Centimeter sFeetAtmospheresKilograms/sq . mete rLbs ./sq . ft .Pounds/sq. in.Ft . of H2O at 62° FIn. of H2O at 62 0 FOzs ./sq . in.

Atmosphere sKilograms/sq . mete rOzs./sq . in.Lbs ./sq . ft .Pounds/sq . in.In. of Hg at 32° F

Btu/min.Ft . lbs./min.Ft . Lbs ./sec .Horsepowe rWatt s

Bt uFoot Lbs .H .P . hour sKilogram metersWatt hrs.

Centimeter sFeetInchesYardsKilometersMillimeters

1 .80 50 .0295729.5 70 .2 5

0 .062 51 .73 24 .3 9

0.1272 50.00425 30.01603 74 .8820 .0069440 .01413 90 .000472 50 .068044703 .06 72 .036 027 .9122 .3093 4

41 60. 528.87 5473 . 1

1625670000 .0005453 .592 41 .2152 814 .583 3

0.0160427 .720 .120

0 .000267 3

0.0160216.020.000578727 .6 8

,68C212 867 .2020.94633 257 .7 5946 . 357 .3 00 .15929 .5492 .296x10-929 . 01440 .092 93 .587x10"0.111 16.45 20 .006944645 . 20 .0569244 .240.73760.00134 10 .001

Cubic inche sLiter sCubic centimetersGills

Lbs ./sq . in.In . of H2O at 62° FCentimeters of H2 Oat 62 0 FIn. of Hg at 32° FAtmospheresFt . of H2O at 62° FKilograms/sq . meterLbs./sq . in.In. of Hg at 32° FAtmospheresAtmospheresKilograms/sq . meterIn. of Hg at 32° FIn. of H2O at 62° FFt . of H2O at 62° F

GillsOzs . (fluid)Quarts (liq . US)Cubic inchesCubic centimeters

Ounces (avoir . )Drams (avoir . )GrainsTons (short )GramsPounds (troy )Ounces (troy)

Cubic feetCubic inche sGallons (US)

Cu . ft./sec .

Grams/cu. cm.Kilograms/cu . mete rLbs ./cu . in .Grams/cu. cm .Kilograms/cu. meterLbs ./cu. ft .Cubic inchesPints (liq . US)LitersOzs . (fluid)Cubic inchesCubic centimeter s

Degrees/sec .Revolutions/sec .Revolutions/min .AcresSquare cms .Square ins.Square meter sSquare mis.Square yds.Square cm.Square ft .Square mms .Btu/min.Ft . lbs ./min .Ft . lbs ./sec .HorsepowerKilowatts

B .T .U .

B .T .U .per min .

Cu . Ft .

0 .0235 60 .0175 717 .5 7

Cu . Ft .of H2 O

Cu . Ft .per min .

0.124 70.47 262 .36

7.480 510,77 2

Cu . Ft . /secon d

Cu . In.

Ft . of 1120at 62° F

Feetper min .

30 .48Feet per

1 .097second

18 .290 .6818

Ft. lbs . /second

Horsepowe rKilowattsWatt s

28.320

ICubic centimeter s1728

Cubic inches0 .02832

Cubic meter s0.03704

Cubic yards7 .48052

Gallons (US)28.32

Liter s59.84

Pints (liq . US)29 .92

Quarts (liq . US)

62 .3554 Lbs . at 62° F

646,31 7448 .831

Gals . (US)/24 hrs .Gals ./min.

Centimeters/sec .Kilometers/hr .Meters/min .Miles/hr .

0.001286

Btu/min .Ft . lbs ./

0 .01667

Ft . Lbs ./sec .min .

3 .03x10- 5 Horsepowe r2 .26x10- 5 Kilowatt s

Gals .Imperial)

0 .07717

Btu/min .0.001818 Horsepower0.001356 Kilowatt s

277 .42

Cubic inches4.545 .

Liter s1 .20095

Gallons (US )

Conversion formula, Fahrenheit-- Centigrade : °C = 5/9 ( ` F -32) °F = 9/5 °C +3 2

88

E. MYATT & CO .

TORONTO ONTARIO

Section 9TECHNICA L

Maximum Recommended Spacing Between Pipe Hangers or Support s

r

Assumed straight pipe between hangers with no concentrated loads, such as valves, flanges, etc .

NOMINAL PIPE SIZE 1 1-1/2 2 2-1/2 3 3-1/2 4 5 6 8 10. 12 14 16 18 20 24

MAX. HGR SPACING (FT) 7 9 10 11 12 13 14 16 17 19 22 23 25 27 28 30 32

The above spacing is based on a combined bending and shear stress of 1500 PSI when pipe is fille dwith water and the pitch of the line is such that a sag of 0 .1 inch between supports is permissible .

E . MYATT & CO.

TORONTO ONTARIO

89

MAXIMUM RECOMMENDED SPACING FOR INTERMEDIATE PIPE GUIDE S

600 500

400 350 300

250

200

150

100

so

MAX. PRESSURE - PSIGNote : Additional pipe supports are usually required between guide sin accordance with standard practice . See table at top of this page .

400

350

300

250

200

180

160

140

120

100

90

80

70

60

50

40

30

20

1 5

1 0

Supply, Design, and Engineering Service s

The fundamental concept of the type of Hanger Supply Service required for a particula rproject must embrace certain basic factors :

(a) The type and size of the project, and the custom of the contractor's forces .(b) The geographic location of the project and the urgency for completion .(c) A sensible plan for engineered or designed hangers where necessary, and the eliminatio n

of special hangers, for economy, where possible .(d) Competent and careful design and supply of all hangers for critical piping and "problem "

lines. "Paper economies" in this type of work are false economies .Several types of Hanger Supply Services have been developed to satisfy the requirements

of most piping projects . The proper selection of service will result in the most economical in -stalled cost of a satisfactory job, completed on time, with the desired balance between field an dshop fabrication.

Type IHanger components supplied to customer's material lists, as catalogue items, shippe d

in bulk for field location, partial fabrication and erection .This is material supply only for normal pipe installation .

Type IIShop fabrication from customer's hanger detail and location drawings . Hangers

shop-assembled, painted and marked for field erection .Used mainly for small industrial jobs and changes or additions to existing proces s

piping .

Type IIILocate and specify necessary hangers with hanger mark numbers on piping drawings .

Supply simple hanger detail drawings (required for shop fabrication) to the field as an aid t oinstallation . Detail and supply all necessary auxiliary steel . Supply hangers shop-assembled ,painted and marked, for field erection .

This method is recommended for industrial and process piping, paper mills, an dsundry piping systems in large projects .

Type IVHangers for critical piping completely engineered ; semi-engineered hangers for non-

critical piping over 2-1/2 inch diameter ; both types shop-assembled, painted and marked .Complete hanger detail drawings supplied . Small non-critical piping hangers either suppliedas in Type III or may be supplied as bulk material for field erection .

Recommended for oil refineries, chemical plants, some power plants, and industria lpiping in certain applications .

Type VA complete hanger design and supply service . Starting from the piping, structural

steel, and auxiliary equipment drawings ; completely engineered hangers and auxiliary stee lare supplied to the field ready for installation. This is a complete, guaranteed service wit hnothing omitted .

This service is applicable to power plants and critical or experimental piping in an yindustry .

Type VI_"Problem" lines either existing or proposed, may be singled out for special atten-

tion. A complete engineering study of the problem is made, and piping recommendations andsuitable hanger designs supplied .

"Tailored-to-Measure" combinations of the above services, utilizing your standardsand procedures will develop the ultimate in economy and service . Such a program canbest be determined personally . We would welcome the opportunity to review yourrequirements .

90

E. MYATT & CO .

TORONTO ONTARIO

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