View thousands of Crane Specifications on … · BOOM lENGTHS, OVERAll lENGTHS, AND AXLE lOADS (IN...

Use table below to determine weight adjustments to conform with local highway regulations. Item:l;:-l or Item :l;:-IA is the base figure (total weight).From this Item :1;:-1or :l;:-IA deduct "minus" figures or add "plus" figures shown. Ail figures indicate weight in pounds.

ItemNo.

Item TotalWeight or

Adjustment

159547

162127

-40450-750-6620-2700-3920

00

-3120-3120-2320-2320-250-250-200-200-960-960-480

-5120

-1020-270

119,097

111,727

94,527* ",

+1520+1300+2130+27000+1090+650+330+324+21300+1440+800

Boom Over Frontof Carrier

~rBogie I Bogie

Boom Over Rearof Carrier

~rBogie I Bogie

25796

26260

133751

135867

-'52870+280+4750+4270+480+760+360-1300-4170-970-3100-100-340-85-270-400-1300-320-6700-430-120

80,881

53781

54246

-25850+320+8960+6000+2960-+"760+360-1820+1050-1350+780-150+90-115-+..70"':'-560+340-160

+1580-590-150

27,931

105766

107881

-14600-1070-15580-8700-6880-760-360-1300~4170-970-3100-100-340-85-270-400-1300-320-6700-430-120

91,166

73,396

56,666

...L2190+1800+2950-10000+1220+1530+270+202+2500+3850+3580

"In place of Standard"'Machine weight under 94,000 Ibs. may be obtained by removing hoist drum laggings.Minus figures indicate weights to be deducted from adjusted Item 1 figure at head of its column. Plus figure indicate weights to be added toadjusted Item 1 figure at head of its column.

-.

1

1A

Complete Standard Machine with 50' Boom Lowered to travelposition, with single sheave hook block (manual outriggers)Same as Item :1;:-1Except with Hydraulic Outriggers

EFFECT OF REMOVING23456789

10111213141516171819

20

2122

Cast CounterweightSingle Sheave Hook Block50 Ft. Boom with Guy Lines and Spreader25 Ft. Boom Upper Section with Guy Lines25 Ft. Boom Lower Section with SpreaderHoist Rope - Spooled on Hoist DrumBoom Hoist Rope - Spooled on Boom Hoist DrumFront Outrigger Beams with ScrewsRear Outrigger Beams with ScrewsFront Outrigger HousingsRear Outrigger HousingsFront Misc. Manual Outrigger MaterialRear Misc. Manual Outrigger MaterialFront Hydraulic Outrigger Extension CylindersRear Hydraulic Outrigger Extension CylindersFront Hydraulic Outrigger Vertical CylindersRear Hydraulic Outrigger Vertical CylindersFour Aluminum Outrigger FloatsRear Frame Section only without Outrigger Housings but with TwoVertical Hydraulic Cylinders, Connecting Pins and CamsFront Brackets for Vertical Hyd. CylindersFront Frame Outrigger Housing BracketsWeight of machine with counterweight removed (manual out-riggers),Weight of machine with counterweight, complete boom and blockremoved (manual outriggers). (Hoist and boom hoist rope spooledon drums.)Weight of machine with counterweight, complete boom, completeoutriggers, rear frame section, hoist and boom hoist ropesremoved,

23242526272829

29A303132

EFFECT OF ADDINGBoom BackstopsThree Sheave Hook Block'"Four Sheave Hook Block"Front Bumper CounterweightFairleadTagline WinderPower Lowering on Front DrumPower Lowering on Rear DrumAdditional Max. Counterweight15' Section with Hammerhead Tapered35' Upper Boom Section"

Upper Boom"

BoomLength50'.0"

B

D

+12420-1030-11370-6970-4400-760-260-1820+1050-1350+780-150+90-115+70-560+340-160

+1580-590-150

38,216

24,696 87,031 38,331

L

32'.101/2"

~K

23,316 71,211 37,861

+1220+1730+2840+37000+330+1100+60

0-11100+2950+3090

+300-430-710-10000+760-460+270-1-324+32400-1510-2290

-670-500-820+37000-130-880+60+122+18800-2410-2780

~ H

A

View thousands of Crane Specifications on FreeCraneSpecs.comView thousands of Crane Specifications on FreeCraneSpecs.com

BOOM lENGTHS, OVERAll lENGTHS, AND AXLE lOADS (IN POUNDS) FOR TRAVELING (BOOM NOT FOLDED)MACHINE WITH MANUAllY OPERATED OUTRIGGERS

'Crane attachment weights include complete boom, standard hoist line, boom hoist line, guy lines and spreader, less hook block.

BOOM lENGTHS, OVERALL LENGTHS, AND AXLE LOADS (IN POUNDS) FOR TRAVELING (BOOM NOT FOLDED)MACHINE WITH HYDRAULICALLY OPERATED OUTRIGGERS

'Crane attachment weights include complete boom, standard hoist line, boom hoist line, guy lines and spreader, less hook block.Note: All of the weights indicated in axle loading tables above are subject to some variation and are for information purpose only.

TIRE LOAD CHART (LBS.)*

Allowable LoadTire Size

14:00 x 24 - 24 Ply

Front Bogie47600

Rear Bogie

95200

"Loads exceeding those shown above are not recommended for highway travel.

Manufactured and sold in coniormance with U.S. Department of Commerce Commercial Standard CS90.58.Harnischfeger Corporationreserves the right to make' changes in specifications without advance notice.

Data published herein is statistical and for information only. Performance may vary with the conditions encountered.

Address inquiries to: HARNISCHFEGERMilwaukee, Wisconsin 53246

TX.470Al MlO.466 litho in U.S.A.

Total Boom Over Front of Carrier Boom Over Rear of CarrierCrane Attachment Weight Single Sheave Block Fastened Overall Single Sheave Hook Block Overall

Boom Insert Attach. of to Bumper Length in Fastened to Frame Length inLength Lengths Weights. Machine Front Bogie Rear Bogie Feet Front Bogie Rear Bogie Feet50' 7530 159547 25796 133751 73.9 53781 105766 77.760' 10' 8563 160580 29348 131232 83.9 50606 109974 87.770' 20' 9155 161172 32453 128719 93.9 47717 113455 97.780' 30' 9768 161785 35920 125865 103.9 44474 117311 107.790' 20' + 20' 10780 162797 40807 121990 113.9 39957 122840 117.7100' 20' + 30' 11393 163410 44913 118497 123.9 36075 127335 127.7

Total Boom Over Front of Carrier Boom Over Rear of CarrierCrane AttachmentWeight Single Sheave Block Fastened Overall Single Sheave Hook Block Overall

Boom Insert Attach. of to Bumper Length in Fastened to Frame Length inLength Lengths Weights* Machine Front Bogie Rear Bogie Feet Front Bogie Rear Bogie Feet50' - 7530 162127 26260 135867 73.9 54246 107881 77.760' 10' 8563 163160 29812 133348 83.9 51071 112089 87.770' 20' 9155 163752 32918 130834 93.9 48181 115571 97.780' 30' 9768 164365 36385 127981 103.9 44939 119426 107.790' 20' + 20' 10780 165377 41271 124106 113.9 40422 124955 117.7100' 20' + 30' 11393 165990 45377 120613 123.9 36539 129451 127.7


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PCSA CLASS 12.746

MAXIMUM BOOM LENGTHS MACHINE CAN LIFT OFF GROUND

with Additional 21,000 Lb. Counterweight (To!al_62-,()00 Lbs.)WITH OUTRIGGERS

Boom & JibRear Only withRequired BumperCounterweight

270 & 60 Ft.

0 TON TRUCK CRANE

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Crane Laggings(Smooth) (P.O.) 'Line SpeedsFront - n" 166 Lp.m.Rear -- 21" 166 Lp.m.

"Line pulls and speeds based on single line and first layer of rope and engineat fuli load speed.

MAXIMUM JIB RATINGSPOUNDS

Jib crane rating at any radius from center of rotation is the same rating as formain boom when operated at the same radius, but not to exceed maximum jibratings shown. For bucket ratings on jib deduct 20% from jib ratings. Maxi.mum jib operating radius not to exceed length of main boom on which it isbeing used. Use of outriggers recommended when boom is equipped with jib.

No. of Parts of LineMaximum Load - Lbs

HOIST REEVING

3~~l 7 I 8 I 9 r 108340011112001139000 I 166'SOO 194600 277400 ?00000 ?Rnnnn

with Standard 41,000 lb. CounterweightWITH OUTRIGGERS WITHOUT OUTRIGGERS

I Boom Only Boom & Jib Boom Only I Boom & JibSide

I

200 180&50Ft. 130

1110 & 30Ft.Rear 220 200 & 60 Ft. 140 120&20Ft.

Rear Only withRequired Bumper 250 & 60 Ft.Counterweight

OFFSET ANGLEJIB TO BOOM 20 Ft. 30 FI. 40 Ft. 50 Ft. 60 FI.

UNDER FUll LOAD Jib j,b Jib Jib Jib10° 30000 20000 16000 13000 10700200 25000 IS000 14500 11600 9800300 Max. 23000 17000 13500 11000 9300

"". u .' .. .. ""

'" I / /1/ / /'"

---- / /31<>4 '>--------i.3"

300"'-...J /

290 ,""'"

'"w of / / l'0 BOO"""2:J V / /

0 ""," '" "O' B"""-,., / "---- / / /

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-;,--. r-- "----j "'" /o' BOO"""

..,.. I r-------....hi: "'" "'.

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-t- r"----he "'-..I'---..

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0 BOO"'">-- "----,,--- "-..... ';( '-, '" '7

--, ---- I --f j",,- / "--- "" " ...0 BOO"1<>0 40'

/ 1---- r--. II' /- A.0 BOO"l>C'

""- "- /

-+ --..."'-.. /"'" J ' '" k 1"" "./o' BOO""".

"t-- ---. r F "'" '" / " 1)( "'- >( '\o' BOO"170'

f---- ---i"-

>I "---l'x'",. BOO"160'

t- N / '" ,, \V>-- "'-..l( "'-, "-,

'y " r'\ \ /<O' BOO","'.

---- / "-f 0 "'-,v y '\ ./ \ \ ".O' BOO" 140'

,. BOO" 130'--, ---I --!- '" /' '" 1"-/' X \ V-,---f I "'-.. II' /"--- V " D<'\ '\ /\ Y \ \, BOC"130'

1/ f-. J xl / rx K,. BOO" 110'

-,-. i-- ,, / \ V'--- "', KI)' " )( \ \ /' V r\ \,. BOO"100

kL 1 ---i 'I /"" '\ f/\ V \..-P\ \ \ \>

J' BOO" 90'--I ----Ir lL

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i '" T"f. x.>\ "\/' V ).; '\ \. K '\ \ \.----\---\i i /'/ >/ V Y --\ \ ----\---\ ...--'.---1 \

I k X A /\ ----'---- , ---- II /I!

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\ n", C--- \ \ \ \ \ \ .\ I \ I. G':"""\":' so' m '" M' 00 '00 "0' "0' no- "0' 'M' 'M' '>0' OM OM' '00' 0>0' ,," "'0' ,." ..,


Ratings Over Side and Rear- OutriggersFully ExtendedWith Standard 41,000 Ibs. Counterweight

RATED CRANE LOADS IN POUNDS- MAIN BOOM (Drawing 32J45)

Operating radius is horizontal distance from centerline of rotation to a vertical line through the gravity center of the load.Gross crane ratings shown are for units mounted on P.H crane carrier with dual front and rear axles and do not exceed 85%of tipping loads. Ratings at radii of 20 fl. or less are based on strength of materials. The crane ratings include weight ofhook, block, slings, and all other load handling accessories. Ratings with outriggers are based on outriggers extended to afulcrum point 10'.10" from center of carrier. Ratings without outriggers depend upon proper inflation. capacity. andcondition of tires. Areas on plate where no ratings are shown. operation is not intended or approved. Ratings are contingentupon the machine being equipped with the proper P.H boom.Gantry must be in the highest raised position for all conditions. Ratings above heavy line require use of 5 sheave point (15II. or 25 fl. tip section, Ratings below heavy line are based on the use of 2 sheave point (35 fl. tip section'). Maximum

allowable boom length for use with hammerhead is 200 feel. Ratings below heavy line mUst be reduced by 2000 pounds whenusing hammerhead poinl. Ratings below heavy line reduced by 1000 pounds when using line sheave point.' '800ms 230 ft.and over require 2 sheave point (35 It. tip section), boom foot mast, center hitch, minimum of two 50 fl. boom insertsadjacent to tip section, and lront bumper counterweighl. When boom is equipped with jib. main hook ratings should bereduced by 1000 Ibs. for 20 ft. jib, 1500 Ibs. for 30 fl. jib. 2000 Ibs. for 40 ft. jib. 2500 Ibs, for 50 fl. jib and3000 Ibs. for 60 ft. jib.Boom Backstops recommended for all boom lengths. Ratings are contingent upon freely suspended loads, machine standingon firm. level and uniformly supporting surface. Safe loads depend upon ground conditions, boOm length. radius of operationand proper handling. all of which must be taken into account by.the user. 'If 3 sheave point is used with 35 It. tip section,maximum rating is 150,000 Ibs,

Oper. " 40 FI. Boom .. 50 FI. Boom .. 60 Ft. Boom .. 70 Ft. Boom .. 80 FI. Boom " 90 Ft. Boom .. 100Ft. Boom .. 110Ft. Boom .. 120Ft. Boom .. 130Ft. Boom .. 140Ft. BoomRad. '" Boom Rating "" Boom Rating "" Boom Rating "" Boom Rating "" Boom Rating

"" Boom Rating "" Boom Rating "" Boom Rating Boom Rating'" Boom Rating '" Boom Ratingc c c

FI. -< PI. EI. Lbs. Pt. EI. lbs. PI. EI. lbs. -< PI. EI. Lbs. Pt. EI. lbs. PI. EI. lbs. Pt. EI. Lbs., Pt. EI. lbs. -< PI. EI. lbs. Pt, EI. lbs. -< PI. EI. lbs.12 82 48".2" 280000 81 58'.0" 280000 ., . "" "".. .. ...... "".. .. ".... ...". ., "..., ...". " .."... '" ,. .."" "". ," "'" .. .""" ..... ,. ...".. . ".15 78 47'.5" 211000 78 57'.6" 210500 80 67'-8" 210000 " "".. ...". "".. ..".. ", ...., " ..."" " ". '. "",.. ".. " .. , '" " ,.

20 71 46'-1" 165500 72 56'.3" 165200 75 66'-8" 164900 77 76'.10" 164600 ,. ..".. " ,' " "., .. . ... ",. ,. "

25 63 43'.10" 120900 66 54'-4" 120600 70 65'.1" 120300 73 75'.8" 120000 75 85'.10" 119700 77 96'-4" 119400 78 106'.6" 119100 ., "".., ", .." .. .", ".... " " .to> 30 55 40'-11" 89800 60 52'-0" 89500 65 63'-1" 89200 69 74'.1" 88900 71 84'.3" 88600 73 94'-8" 88300 75 104'.3" 88000 77 115'-9" 87700 78 126'.0" 87400 " " "" .' ., '" "."crUJ 35 45 36'-4" 70600 53 48'.8" 70300 59 60'.1" 70000 64 71'.7" 69700 67 82'.3" 69400 70 93'.2" 69100 72 103'-10" 68800 74 114'.5" 68500 75 124'.5" 68200 77 135'.4" 67900 77 145'.0" 67600c..:>c..:> 40 34 30'.3" 58300 45 44'.0" 58000 54 57'-2" 57700 59 68'.8" 57400 64 80'.8" 57100 67 91'.6" 56800 69 102'.1" 56500 71 112'.8" 56200 73 123'.4" 55900 74 133'.8" 55600 75 143'-11" 55300cr

45 73 142'-5" 46800I- .. . '" 36 37'.10" 49500 47 52'.6" 49200 55 66'.0" 48900 59 77'.3" 48600 63 88'.10" 48300 66 100'.1" 48000 68 110'.8" 47700 70 121'.4" 47400 72 132'.6" 47100::00 50 24 28'-8" 42750 40 47'-1" 42450 49 61'.5" 42150 55 74'.2" 41850 60 86'.8" 41550 63 97'.9" 41250 65 108'.4" 40950 68 120'-0" 40650 69 130'.1" 40350 71 141'.1" 40050:I: 60 .. ".. ..".. 22 30'.11" 32900 37 50'.8" 32600 46 66'-2" 32300 52 79'.8" 32000 56 91'.6" 31700 60 104'.0" 31400 62 114'.8" 31100 65 126'.6" 30800 67 136'.8" 30500I-3: 70 " ..".. .. - .. ., ...... ...... .. ..".. ..".. 20 32'.2" 27000 35 54'.5" 26700 43 70'.0" 26400 49 84'.2" 26100 53 96'.5" 25800 57 109'.3" 25500 60 121'.3" 25200 62 132'.3" 24900

80 .. "" ". " ...... """ .. ...... ...... .. ..".. ...... 19 34'.5" 22350 32 56'.2" 22050 41 74'.2" 21750 47 89'.1" 21450 51 101'.10" 21150 54 114'.0" 20850 57 126'.1" 2055090 ,. ..... """ " """ ...... .. ".... ...... .. ...... ...... .. ...... ,,".. 17 35'.10" 18650 31 59'.11" 18350 39 77'.9" 18050 44 92'.0" 17750 49 106'.8" 17450 52 118'.11" 17150

100 ,. ...", " " .. ..".. ...." .. ".... ..".. .. ...". ..".. " ...". ...". .. ".". ...". 17 37'.6" 15800 30 63'.5" 15500 37 80'.8" 15200 43 97'.2" 14900 47 111'-0" 14600110 " .".. ,. ,. ..".. ...... ,. ".". ...... .. .."" """ " ".... ...... " ..".. ...... .. ....... ...... 16 38'.10" 13400 28 64'.8" 13100 36 84'.11" 12800 41 100'.4" 12500

120 ., " " " ...... ...... " ".". ".... ,. ..".. ."... " ...". ..".. ., ..".. ..".. ., .".... ".... .. ....... "... 15 39'.3" 11500 27 67'.5" 11200 34 86'.9" 10900

130 ", ,. "',', .."" ,. .. ... .."" ,. ..".. ...... .. ..".. ...... .. ..".. ...... " .."... ..".. " ....... ..... ,. ....." ..". 15 41'.9" 9950 26 70'.9" 9650

140 .' .."" ...... " ".... ..".. ,. ".". "".. " ".". ..".. " ..".. " ., ,. .."... .. .., .. ...".. "... " .."" "... " ..."" "... 14 42'-1" 8650

Oper. " 150Ft. Boom " 160Ft. Boom " 170Ft. Boom " 180Ft. Boom .. 190Ft.Boom " 200 Ft. Boom " 210 Ft. Boom " 220 Ft. Boom " 230 FI. Boom " 240 Ft. Boom " 250 Ft. Boom

Rad. '" Boom Rating'" Boom Rating'" Boom Rating'" Boom Rating Boom Rating'" Boom Rating Boom Rating '" Boom Rating "" Boom Rating Boom Rating'" Boom RatingcFt. -< PI. EI. lbs. Pt. EI. Lbs. PI. EI. Lbs. PI. EI. lbs. -< PI. EI. Lbs. PI. EI. lbs. -< Pt. EI. Lbs. PI. EI. lbs. PI. EI. lbs. -< Pt. EI. lbs. Pt. EI. lbs.

35 78 155'.4" 67300 " ...".. ..... .' .".... .. ... .. """ "... .. ...". ..... .. ."".. ..". " .".... ..... " ....... "... .. """. "" - .. ..".. ..". .. .."... ..".40 76 154'-2" 55000 77 164'.7" 54700 78 174'-11" 54400 79 185'.4" 54100 ,. ".". ..". .. ....... ""' " '.,. '" " ....... .. .."... "" ,. ...... "... " ....", .....

45 74 152'-10" 46500 75 163'.2" 46200 76 173'.8" 45900 77 184'-2" 45600 78 194'.4" 45300 78 204'-2" 45000 " .."", '" " . " ... .. -"" "... .. ."... ..." " ....... ""

50 72 151'-5" 39750 73 161'.8" 39450 74 172'.2" 39150 75 182'.8" 38850 76 193'-0" 38550 77 203'.5" 38250 77 213'.4" 37950 78 223'.9" 37650 79 234'.5" 37350 ., ..".. "'" ,. ....... "".

to> 60 68 147'-9" 30200 69 158'-0" 29900 71 169'-4" 29600 72 179'.9" 29300 73 190'-3" 29000 74 201'.1" 28700 75 211'-6" 28400 76 222'.2" 28100 76 231'-9" 27800 77 242'.7" 27500 77 252'.1" 27200

cr 70 64 143'-7" 24600 66 154'-8" 24300 67 165'-2" 24000 69 177'.8" 23700 70 187'.2" 23400 71 197'.10" 23100 72 208'.4" 22800 73 218'.10" 22500 73 228'.8" 22200 74 239'.5" 21900 75 250'.2" 21600UJc..:> 80 60 138'.8" 20250 62 150'-1" 19950 64 161'.7" 19650 65 171'.9" 19350 67 183'.8" 19050 68 194'-2" 18750 69 204'-9" 18450 70 215'-6" 18150 71 226'.3" 17850 72 236'-8" 17550 73 247'.8" 17250c..:>cr 90 55 131'.6" 16850 58 144'.2" 16550 60 155'.10" 16250 62 167'.8" 15950 63 178'.1" 15650 65 190'-1" 15350 66 200'-4" 15050 67 211'.2" 14750 68 221'.10" 14450 69 232'-8" 14150 70 243'.8" 13850I-::J 100 50 123'-6" 14300 53 136'.4" 14000 56 148'-8" 13700 58 161'.2" 13400 60 173'.2" 13100 61 183'-8" 12800 63 196'-0" 12500 64 206'.3" 12200 65 217'-2" 11900 67 229'-8" 11600 67 238'.8" 113000:I: 110 45 114'.6" 12200 49 129'.4" 11900 52 142'.8" 11600 54 154'.2" 11300 56 166'.3" 11000 58 178'-3" 10700 60 190'.4" 10400 61 201'.2" 10100 63 213'.8" 9800 64 224'.5" 9500 65 235'.3" 9200

I- 120 40 104'-11" 10600 44 119'-9" 10300 47 133'-0" 10000 50 146'.7" 9700 53 160'.3" 9400 55 172'.6" 9100 57 184'.10" 8800 58 195'.2" 8500 60 208'-0" 8200 61 218'.8" 7900 62. 229'.7" 7600.3; 130 33 90'.2" 9350 38 106'-10" 9050 42 122'.5" 8750 46 138'.1" 8450 49 152'.0" 8150 51 163'.11" 7850 53 176'.6" 7550 55 188'.10" 7250 57 201'.5" 6950 58 212'.4" 6650 60 225'.2" 6350

140 25 71'.9" 8350 32 93'.2" 8050 37 110'.11" 7750 41 126'.8" 7450 44 140'-7" 7150 47 155'.0" 6850 50 169'.4" 6550 52 182'.2" 6250 54 194'.8" 5950 56 207' .8" 5650 57 218'.2" 5350

150 14 44'-5" 7400 24 73'.5" 7100 31 56'.1" 6800 36 114'.4" 6500 40 130'.6" 6200 43 145'.0" 5900 46 159'.7" 5600 48 172'.1" 5300 51 187'-5" 5000 53 200'.0" 4700 54 210'-9" 4400

160 ., ....... ..". 13 44'.1" 6250 24 77' .7" 5950 30 98'.5" 5650 35 117'.6" 5350 39 134'.6" 5050 42 149'.1" 4750 41 152'.10" 4450 47 176'.10" 4150 50 192'.6" 3850 52 205'.8" 3550

170 .. .."... ..... ....... ..". 13 46'.4" 5130 23 78'.9" 4830 29 102'.0" 4530 34 120'.4" 4230 38 137'.10" 3930 37 141'-0" 3630 44 168'.7" 3330 46 182'.2" 3030 49 197'.6" 2730

180 ,. "" ,. ,. ,. "...., ..... .. ....." ..", 13 48'.8" 4100 22 79'.6" 3800 29 105'.4" 3500 33 122'.10" 3200 32 125'.1" 2900 40 156'.4" 2600 43 172'.2" 2300 45 185'.2" 2000

190 "" ., "..... ..... ,. ....... .".. .. ...." ..... 12 47'.7" 3140 22 83'.4" 2840 28 107'.0" 2540 27 108'.4" 2240 36 143'.10" 1940 39 158'.6" 1640 42 175'.8" 1340

200 ..".., ,. " " ....... ..... .' .."... ' ". .' "".. , , .. .. . .., ..". 12 49'.9" 2370 21 83'-6" 2070 20 83'.7" 1770 31 126'.10" 1470 35 146'-1" 1170 39 165'-10" 870


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GENERAL DATAE

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BOOM - HEAVY-DUTY:Tubular T.l steel chords, lattice construction, pin

connected.Length - boom base section. . . . ... . . .25 ft.

-boom tip section 25ft.Open throat with five boom point sheaves offset

from centerline, on anti-friction bearings, pitchdiameter 24Vs"

BOOM- LIGHT DUTY:Tubular T-l steel chords, lattice construction, pin

connected.Length - boom base section. . . . . . .25 ft.

-boom tip section 35ft.Open throat with two boom point sheaves offset

from centerline, on anti.friction bearings. pitchdiameter 24Vs"

Third boom point sheave, optional extra.BOOM- HAMMERHEAD:

Tubular T.l steel chords, lattice construction, pinconnected.

Length - boom base section '" . . . .25 ft.- boom tip section. . ..15 ft.

(limited to use with up to maximum of 200 ft. boom)Hammerhead arrangement with five boom point

sheaves on anti-friction bearings,pitch diameter 24Vs"

BOOM HOIST REEVING: 10 parts of line - spreadersheaves on anti-friction bearings.

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HOOK BLOCK: 42tonSingle sheave with safety swivel hook and 3 parthoist line, standard. Additional parts of line op-tional extra.

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POWER CONTROLLED LOAD LOWERING: Planetarydevice for lowering loads under power control. Appli-cable to front drum, rear drum or both, optionalextra.

000000000000°""""'",o°""""""""""-'""""O"""'O"""""NNN---000000"'00O"""OOONO'""'N""""""""'N'""'N'" ",N """""'"NN---

00000000000000o""""""o""" ON-", ","""..,.-"' "' '",.,""""'---00000°°"'°0"'°"""°0°"'°","'-""""""'00"""""""""""NO"""'""'N"'----00000000000000o""""""o-"'°"""""""""""""""'-"""-""""",.,""""'---0000°°°"'°0"'°"""°0°"'°'"",..,."""",0,.".""","""""""""'°"'""",.,"""----

00000000000",0000°"'"""",o""""""""""""""'°'"""""""-"""-"""'"""""""""---0000000°"'°0","'°","'°0o",o",-"' """,.,"""-'""""""""""""'O"""'",""""'N----0000000000"'0000o""""""""""""'",-0-0,.,"""°"'-""""'0",...,.".,"""----00000000",O"""0"""000,,,o"""0"'-""""""'"""""""0 ,.,0",.......,.,""""'---000000000"'00000"""",'" 0.", '" '" ... ,., ... ,.,"' 0 """ '" ",NO""""'NN----00000000","""0"""o00",""., """N",,.,..,."".,0 ,.,-","""NNN---

0000000000"'°0000"""N""""'N"""""""N"""'O"'N"""N""""',.,NN-_-0000000000"""o"",,00°-0"""0""-"""""""""""'°"'..,.-""""'NNN-_-

00000000000"'00000",N",-",_"""o",-N""""-"'NO","""""""'N",N-000000000°°"""°"""00""..,.,.,-"".,0...","""""""""-""""""..,.,.,NNN--

EI

""I

~I

~~HHHH~§~>D N "".,O00", N""""""""NNN0 -coGANTRY:

High gantry. fold over type - two working and twotraveling positions - power raised, standard.

High gantry, telescoping type - two working andone traveling position - power raised. optionalextra.

Mast gantry. boom foot type - required for ma-chines equipped with booms 230 ft. and over,optional extra.

WORKINGWEIGHT:Basic crane (including heavy duty boom

and block) 159.547Ibs.Counterweight (included in working weight)

furnished as standard. . . . . . . . . . . . .41,000 Ibs.Additional counterweight for maximum crane rating

to be used only with outriggers fully extended)optional extra 21,OOOlbs.

Front bumper counterweight (required for booms230 ft. and longer (optional extra). . .27.000 Ibs.

"'I

1

°

1

00000000

o~" 000"""°"""0'" ~:!2~:;;;:;;::';;;!;~::';::;:;;;

0", ~""""""NNN-0

1

° 0 0 ° ° 0-- °°°"'°00E

I

~::I

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0

1

°00000~" 000"'00"-'

~ ~:!2;; g g ~ ~ ~ ~0", N '" '" ... ,., N N- .

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j.:Et..,c=~-0c.2""M

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S!l3~HJlIllnO lnOHllM

Data published herein is statistical and for information only. Performance may vary with the conditions encountered.Manufactured and sold in conformance with U. S. Department of Commerce Commercial Standard CS.90.58.

Harnischfeger Corporation reserves the right to make changes in specifications without advance notice.

Address Inquiries to: HARNISCHFEGERMilwaukee, Wisconsin 53246

MIO.566 Litho


.'

Maximum Counterweightof 62,000 Ibs.RatingsOver Side and Rear- OutriggersFully Extended

RATED CRANE LOADS IN POUNDS- MAIN BOOM (Drawing 32J46)

Oper..!! 160 Ft. Boom", 170 Ft. Boom", 180 FI. Boom", 190 Ft. Boom.!! 200 Ft. Boom", 210 Ft. Boom", 220 FI. Boom.!! 230 FI. Boom.. 240 FI. Boom.. 250 Ft. Boom.. 260 Ft. Boom.. 270 Ft. BoomRad. ~ Boom Rating ~ Boom Rating ~ Boom Rating ~ Boom Rating ~ Boom Rating ~ Boom Rating ~ Boom Rating ~ Boom Rating ~ Boom Rating ~ Boom Rating ~ Boom Rating ~ Boom RatingFI. <C Pt. EI. Lbs. <C PI. EI. Lbs. <C Pt. EI. Lbs. <C PI. £1. Lbs. <C Pt. EI. Lbs. '" Pt. £1. Lbs. <C Pt. EI. Lbs. <C pt. EI. Lbs. <C Pt. EI. Lbs. <C PI. EI. Lbs. <C Pt. EI. Lbs. <C Pt. EI. Lbs.

.4077164'-7"7130078174'-11"7100079185'-4"70700 .. ."" ,...........4575163'-2" 6040076173'-8" 6010077184'-2"5980078194'-4"5950078204'-2" 59200.. .. .. .. .. .. ........50 73 161'-8" 51750 74 172'.2" 51450 75 182'-8" 51150 76 193'.0" 50850 77 203'-5" 50550 77 213'.4" 49250 78 223'.9" 44200 79 234'.5" 42450 .. . . , .. ... ..60 69 158'-0" 39750 71 169'.4" 39450 72 179'-9" 39150 73 190'-3" 38850 74 201'-1" 38550 75 211'-6" 38250 76 222'.2" 37950 76 231'-9" 37650 77 242'-7" 35400 77 252'-1" 33100 78 262'-10" 31260 .. .. ..

~ 70 66 154'.8" 32500 67 165'.2" 32200 69 177'-8" 31900 70 187'-2" 31600 71 197'-10" 31300 72 208'-4" 31000 73 218'-10" 30700 73 228'-8" 30400 74 239'.5" 30100 75 250'-2" 29800' 76 260'-8" 28300 76 270'-8" 24350t'5 80 62 150'-1" 26950 64 161'-7" 26650 65 171'.9" 26350 67 183'-8" 26050 68 194'-2" 25750 69 204'-9" 25450 70 215'-6" 25150 71 226'-3" 24850 72 236'-8" 24550 73 247'-8" 24250 73 257'-5" 23950 74 268'-2" 22750

~ 90 58 144'-2" 22650 60 155'-10" 22350 62 167'-8" 22050 63 178'-1" 21750 65 190'-1" 21450 66 200'-4" 21150 67 211'.2" 20050 68 221'.10" 19750 69 232'.8" 19450 70 243'-8" 19950 71 254'-8" 19650 72 265'-5" 19350~ 100 53 136'-4" 18200 56 148'-8" 17900 58 161'-2" 17600 60 173'-2" 17300 61 183'-8" 17000 63 196'-0" 16700 64 206'-3" 16400 65 217'-2" 16100 67 229'-8" 15800 67 238'-8" 15500 68 249'.8" 15200 69 261'.2'" 14900a 110 49 129'-4" 16000 52 142'-8" 15700 54 154'-2" 15400 56 166'-3" 15100 58 178'.3" 14800 60 190'-4" 14500 61 201'.2" 14200 63 213'-8" 13900 64 224'-5" 13600 65 235'-3" 13300 66 245'.10" 13000 67 257'-1" 127002= 120 44 119'-9" 13900 47 133'-0" 13600 50 146'-7" 13300 53 160'-3" 13000 55 172'-6" 12700 57 184'-10" 12400 58 195'.2" 12100 60 208'.0" 11800 61 218'-8" 11500 62 229'-7" 11200 64 242'-8" 10900 65 253'.6" 106003: 130 38 106'.10" 12200 42 122'.5" 11900 46 138'-1" 11600 h 152'.0" 11300 51 163'-11" 11000 53 176'.6" 10700 55 188'-10" 10400 57 201'.5" 10100 58 212'-4" 9800 60 225'.2" 9500 61 236'.2" 9200 62 247'-2" 8900

140 32 93'-2" 10800 37 110'-11" 10500 41 126'-8" 10200 44 140'.7" 9900 47 155'.0" 9600 50 169'-4" 9300 52 182'-2" 9000 54 194'-8" 8700 56 207'-8" 8400 57 218'.2" 8100 59 231'-8" 7800 60 242'.8" 7500150 24 73'.5" 8380 31 96'.1" 808036 114'-4" 7780 40 130'.6" 7480 43 145'-0" 7180 46 159'-7" 6880 48 172'-1" 6580 51 187'-5" 6280 53 200'.0" 5980 54 210'.9" 5680 56 224'-2" 5380 57 235'-8" 5080160 13 44'-1" 7500 24 77'-7" 7200 30 98'-5" 69{)0 35 117'-6" 6600 39 134'-6" 6300 42 149'-1" 6000 41 152'.10" 5700 47 176'-10" 5400 50 192'.6" 5100 52 205'-8" 4800 53 216'-2" 4500 55 229'.8" 4200170 13 46'-4" 6170 23 78'-9" 5870 29 102'-0" 5570 34 120'.4" 5270 38 137'.10" 4970 37 141'-0" 4670 44 168'.7" 4370 46 182'.2" 4070 49 197'-6" 3770 50 207'.7" 3470 52 221'-8" 3170180 ... .. ... 13 48'-8" 4960 22 79'-6" 4660 29 105'.4" 4360 33 122'-10" 4060 32 125'-1" 3760 40 156'-4" 3460 43 172'.2" 3160 45 185'-2" 2860 47 197'.7" 2560 49 212'-7" 2260190 . .. .. ... .. ' 12 47'-7" 3840 22 83'-4" 3540 28 107'-0" 3240 27 108'.4" 2940 36 143'.10" 2640 39 158'-6" 2340 42 175'-8': 2040 44 189'-1" 1740 47 206'.1" 1440200 ""'" .. 12 49'-9" 293021 83'.6" 263020 83'-7" 233031126'.10" 2030 35 146'-1" 173039 165'-10" 143041175'-7" 1130. 44196'-1" 830

Gross crane ratings shown are for units with 21,000 Ibs. additional counterweight and do not exceed 85% tipping loads.Ratings are based on outriggers extended to a fulcrum point 10'-10" from center of carrier- Areas on plate where no ratingsare shown operation is not intended or approved. Ratings above heavy line require use of 5 sheave point (15 ft. or 25 ft.tip section). Ratings below heavy line are based on use of 2 sheave point (35 ft- tip section"). These ratings reduced by1000 Ibs. when using 5 sheave point. Ratings are contingent upon the machine being equipped with the proper P.H boom.Ratings at radii of 20 fl. or less are based on strength of materials. Booms 230 ft. and over require 2 sheave point (35 ft.

tip section), boom foot mast, center hitch. minimum of two 50 ft. boom inserts adjacent to tip section and front bumpercounterweight. Maximum boom and jib with front bumper counterweight: 270 fl. boom and 60. ft. jib. Refer to main ratingplate 32J45 for all notes and instructions not covered by this rating plate. "If 3 sheave point is used with 35 ft. tip section,maximum rating is 150,000 Ibs. Ratings below heavy line reduced 2000 pounds when using hammerhead point. Maximumallowable boom length for hammerhead is 200 feet.

NOTE: Additional 21.000 Ibs. counterweight to be installed and used for crane service only and with outriggers fully extended.

Oper. '" 40 Ft. Boom '" 50 Ft. Boom '" 60 Ft. Boom '" 70 Ft. Boom '" 80 Ft. Boom .. 90 Ft. Boom .. 100Ft. Boom '" 110Ft. Boom .. 120Ft. Boom '" 130Ft. Boom .. 140Ft. Boom .. 150Ft. BoomRad. Boom Rating

'" Boom Rating'" Boom Rating

00 Boom Rating'" Boom Rating 00 Boom Rating

'" Boom. Rating 00' Boom Rating 00 Boom Rating'" Boom Rating

t;; Boom Ratingt;; Boom Rating:i :i c :i c .:i. c. .:i. .:i. c c

Ft. <C Pt. £1. Lbs. PI. £J. Lbs. Pt. £1. Lbs. <C Pt. EI. Lbs. Pt. £1. Lbs. <C PI. EI. Lbs. PI. EI. Lbs. <C Pt. £1. Lbs. PI. EI. Lbs. PI. EI. Lbs. <C Pt. £1. Lbs. <C Pt. £1. Lbs.

12 82 48'.2"

280000181

58'.0" 280000 ..... ...... .. ... ... ... .. .. .. ... ....... " .. ..'" ...... .." .. ..... .. . . .... '" .. ...... . ..15 78 47'.5" 221000 78 57'.6" 220800 80 67'.8" 220500 .. ...... ...... .. .. "" .. .. . ..... .. ... ... .. .. .. .. .."" "'" .. ....... .... ....20 71 46'.1" 174600 72 56'.3" 174300 75 66'-8" 174000 77 76'-10" 173700 ... ... .. .. ..... ...'.. .. .... ..... .. ....'" ..... .. .,..... .....25 63 43'-10" 130000 66 54'-4" 129700 70 65'-1" 129400 73 75'.8" 129100 75 85'.10" 128800 77 96'-4" 128500 78 106'.6" 128200 . . .. ... ,. .. ... .. ....... ..... .. ........

C/O 30 55 40'-11" 105200 60 52'-0" ) 04900 65 63'-1" 104600 69 74'-1" 104300 71 84'-3" 104000 73 94'.8" 103700 75 104'-3" 103400 77 115'-9" 103100 78 126'.0" 102800 .. .. ... .. .. . ... .. ... ...a:35 45 36'-4" 86500 53 48'-8" 86200 59 60'-1" 85900 64 71'-7" 85600 67 82'-3" 85300 70 93'-2" 85000 72 103'.10" 84700 74 114'.5" 84400 75 124'-5" 84100 77 135'-4" 83800 77 145'-0" 83500 78 155'-4" 83200t'5'-' 40 34 30'-3" 74900 45 44'-0" 74600 54 57'-2" 74300 59 68'-8" 74000 64 80'.8" 73700 67 91'.6" 73400 69 102'-1" 73100 71 112'-8" 72800 73 123'-4" 72500 74 133'-8" 72200 75 143'-11" 71900 76 154'.2" 71600

a: 45 36 37'-10" 63700 47 52'.6" 63400 55 66'.0" 63100 59 77'.3" 62800 63 88'.10" 62500 66 100'.1" 62200 68 110'.8" 61900 70 121'.4" 61600 72 132'.6" 61300 73 142'-5" 61000 74 152'.10" 60700>- ...:::>

50 24 28'.8" 55050 40 47'-1" 54750 49 61'.5" 54450 55 74'.2" 54150 60 86'.8" 53850 63 97'-9" 53550 65 108'.4" 53250 68 120'-0" 52950 69 130'-1" 52650 71 141'-1" 52350 72 151'-5" 52050a ...

I 60 . ... 22 30'.11" 42750 37 50'-8" 42450 46 66'-2" 42150 52 79'.8" 41850 56 91'.6" 41550 60 104'.0" 41250 62 114'.8" 40950 65 126'-6" 40650 67 136'.8" 40350 68 147'.9" 40050>-

70 .. ... .... ...... .. ...... ...... 20 32'-2" 35200 35 54'-5" 34900 43 70'-0" 34600 49 84'-2" 34300 53 96'-5" 34000 57 109'-3" 33700 60 121'-3" 33400 62 132'.3" 33100 64 143'-7" 32800

80 .. ... ..... .. .. . .. ... .. ...... ...... .. ...... ...... 19 34'.5" 29350 32 56'.2" 29050 41 74-'2" 28750 47 89'-1" 28450 51 101'-10" 28150 54 114'.0" 27850 57 126'-1" 27550 60 138'-8" 2725090 """ """ " ...... ...... .. ...... .... . .. ... ...... .. ...... ...... 17 35'-10" 24750 31 59'-11" 24450 39 77'-9" 24150 44 92'.0" 23850 49 106'-8" 23550 52 118'-11" 23250 55 131'-6" 22950

100 .. .. ... ...... .... ...... .. """ ...... .. ....., ...... .. ...... ...... .. ... .. ...... 17 37'.6" 20000 30 63'-5" 19700 37 80'-8" 19400 43 97'-2" 19100 47 111'-0" 18800 50 123'-6" 18500110 .. ...... ...... .. ...... . .... ...... ...... .. ...... ...... .. ...... ...... .. ...... ...... .. .. .... ...... 16 38'.10" 17500 28 64'-8" 17200 36 84'-11" 16900 41 100'-4" 16600 45 114'-6" 16300120 .. ...... -..... . .. ... ...... .. . ... ..... .. . ... ...... .. ...... ...... .. ...... ...... .. ....... ".... .. ....... ...... 15 39'.3" 15100 27 67'-5" 14800 34 86'.9" 14500 40 104'.11" 14200130 .. ...... .... ...... ...... .. ...... ...... .. ...... ...... .. ...... ...... .. ...... ...... .. ....... ...... .. ....... ...... .. ....... ...... 15 41'.9" 13100 26 70'-9" 12800 33 90'-2" 12500

'140 ...... ...... .. ...... ...... .. . ... ...... .. ...... ...... .. ...... ...... .. ...... ...... .. ....... """ .. ....... ...... ....... ...... .. ....... ...., 14 42'-1" 11400 25 71'-9" 11100150 ... ... ... ....... .. . ... "'" . ... ...... . .. ... ...... ... ..... .. ....... ....., .. .... .. . ... .. ...... . .. ... .. ....... ..... .. ....... ..... 14 44'-5" 8680


140 TON TRUCK CRANE

I' 2~ (APPIIOI)

2 & J 'UTSMOtST LINE

1°.1. 1lI"_ETJ'·r 45- MAGNIt

Your versatile P & H 9125·TC ad~pts readily toyour special operating needs through a choice ofcounterweights and boom tips. This brochurecontains these crane rating charts:

Heavy and Light Duty Tapered Tip Boom:

1. 41,000 Ibs. counterweight· on rubber50 to 130 foot boom lengths

2. 41,000 Ibs. counterweight· on outriggers50 to 250 foot boom lengths


Hammerhead Tip Boom:

4. 41,000 Ibs. counterweight· on rubber40 to 130 foot boom lengths



Special Container Tip Boom:


Jib Ratings

8. All boom combinations except container

H"

"-N..... Ir- J / 1/ /

,~ r~ ~ ~ ,'~ ~~\/W

~N ~~/~I/,~ <I~I~ ~~\

-r--r-.,.-"T""""'T"""...,• ...,.1Wl-,--r---'-""'"T"'-r-,.----w1O_.-,--r---,-t-··r-"T""""'T"""~GO·

_0l--+-+--+-+--++-I+--+-+r/I..-+--f-H/Y--+-+-f-V-+-+--I-+lII if / / 1/"""1=:t=+-+-",=::::if-++-+-+-+,t---f-l---,f++--+-+-+-1r--__ 1/ /

12O"1-+--+--+-+--f--+--F~~-+-TI---f--l-l'-+--+--+r+-l4,,):--..../... v

180' _I...

220" _ Jilt

2CICY 800M 210'

210" _ 220"

110"_-

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21lt __ 0

----

1110" _1lillY _110".110' _lIlY

Ilw_11O"

o

o

This P & H Model 9125·TC meets the requirements of ANSI B30.5 1968. Boom structure has been tested per.SAE J 987. Machine stability has been tested per SAE J 765.


the eight charts in this brochure illustrate the range and.lifting prowess that has made the 9125~TC the "standard of

._ .rr-

the industry", the most widely used crane in its class

PaH~ 9125-TC~

with 41,000 Ibs. counterweightrated crane loads in pounds - main boom - without outriggers

1 Oper " 50Ft. Boom " 60Ft. Boom " 70Ft. Boom .!I BOFt Boom " 90Ft. Boom " I 100Ft BoomQ Q 0> Ql 0> Q

Rad c: Over Over c: Over Over c: Over Over c: Over Over c: Over Over c: Over OverFt

c(Side Rear c( Side Rear c( Side Rear

c( Side Rear c( Side Rear c( SIde Rear

12 81 75.228 WHEN USING BOOMS WITH A 25 FT TIP SECTION. 60 FT15 78 63.984 80 63.234 TO 130 FT LONG. DEDUCT 1.000 LBS

20 72 41.652 50.844 75 40.994 50.156 77 40.643 49.7B7

25 66 33.689 41.876 70 33.068 41.229 73 32.738 40.884 75 32.384 40.516 77 31.763 39.869 78 31.392 39485

30 60 28.066 34.300 65 27.471 34.764 69 27.156 34.437 71 26.817 34.085 73 26.222 33.468 75 25.863 33098

35 53 23.885 28.100 59 23.309 28.800 64 23.005 28.700 67 22.677 28.500 70 22.102 28.200 72 21.751 27.900

40 45 20.654 23.700 54 20.094 24.400 59 19.798 24.200 64 19.478 24.000 67 18.918 23.700 69 18.575 23400

45 36 18.083 20.200 47 17.535 20.900 55 17.246 20.800 59 16.933 20.600 63 16.385 20.300 66 16.047 20.000

SO 24 15.700 17.600 40 15,451 18.300 49 15.167 18.100 55 14.860 17.900 60 14.321 17.600 63 13.988 17.300

60 22 12.260 14.300 37 11.985 14.100 46 11.686 13.900 52 11.162 13.600 56 10.836 13.300

70 20 9.664 11.400 35 9.371 11.100 43 8.858 10.800 49 8.536 10.500

80 19 7.608 9.100 32 7.103 8.800 41 6.785 8.500

90 17 5.722 7.250 31 5.407 6.900

100 17 4.295 5700

PCSA CLASS 12-570

tapered tip sections

o

2 Oper. " son Boom " 601'1. Boom .! 70Ft. 800m " 80Ft. Boom J! 90Ft. Boom J! 100Ft Boom .! 110 Ft 800mQ Q Ql Q Ql Ql Ql

Rad. c: Boom Rating c: Boom Rating c: 808m RatIng c: Boom Rating c: Boom RatIng c: Boom Rating c: Boom RatingFt.

c(Pt. EI. Lbs. c( Pt.EI. Lbs. c( Pt EI Lbs

c( Pt. EI. Lbs. c( Pt. EI. Lbs c( Pt. EI. Lbs.c( Pt. EI Lb.

12 81 580 2BO.000 RATING!'; WITHIN THIS BOX ARE LIMITED BY

15 78 575 210.500 BQ 676 96.000STRENGTH OF MATERIALS AND REQUIRE THE USEOF A 25 FOOT TIP SECTION WITH 5 SHEAVES.

20 72 562 165.200 75 666 164.900 77 768 164.600

25 66 54.3 119.600 70 65.1 120.300 73 75.6 120.000 75 85.• 119.700 77 96.3 119.400 78 106.5 119.100

30 60 52.0 88.500 65 63.1 89.200 69 74.1 88.900 71 84..2 88.600 73 946 88.300 75 1042 88.000 77 1157 87.700

35 53 48.6 69.300 59 60.1 70.000 64 71.6 69.700 67 822 69.400 70 93.1 69.100 72 103.8 68.800 74 1144 68.500

40 45 440 57.000 54 57.1 57.700 59 686 57.400 64 80.6 57.100 67 915 56.800 69 102.1 56.500 71 1126 56.200

45 36 37.0 48.500 47 52.5 49.200 55 66.0 48.900 59 77.2 48.600 63 88~ 48.300 66 100.1 48.000 68 1106 47.700

SO 24 280 41.750 40 48.2 42.450 49 61.4 42.150 55 74.1 41.850 60 86.6 41.550 63 97.7 41.250 65 108.3 40.950

60 22 309 32.900 37 50.6 32.600 46 661 32.300 52 79.6 32.000 56 91.5 31.700 60 1040 31,400

70 20 33.4 27.000 35 54.4 26.700 43 70.0 26.400 49 841 26.100 53 964 25.800

80 19 34.4 22.350 32 58.0 22.050 41 74.1 21.750 47 891 21.450

90 17 35.8 18.650 31 59.9 18.350 39 77.7 18.050

100 17 375 15800 30 63.4 15.500

110 RATINGS LISTED FOR 800MS 60 FEET AND LONGER ARE BASED ON 16 38.8 . 13.400

120 THE USE OF A 35 FOOT TIP SECTION. WtiEN USING BOOMS WI'rH A 25FOOT TIP SECTION. 60 FEET TO 250 F!&1" LONG AND GREATER THAN

130 20 FEET OPERATING RADIUS. DEDUCT 1.000 LBS.140

150

160

170WARNING: MAXIMUM RATING FOR 35 FT. 3 SHEAVE TIP IS 150,000 LBS.

180

190 I I I I I I I j I I I I I200 I I I I I I


operating instructions printed below and throughout this brochure are foryour safety and will contribute to the long life of your PitH 9125-TC

WARNING: ~hen one .nch diameler P & H Iype II wirerope 118 • 7 non·rotaling prelormed plow steel wire ropefiber core) is used for iib line on rear drum maximum liftedload including hook and swivel muSI nol e.ceed 22.000 11>5Non·rotatlng rope is approved only for single lin. operation

WARNING: The wind elleel on Ihe 1I11.d load <all ('all"sufficient side told to overstress boom ur lib "hlt'hllt·

When suspended load 111.11 not remain ,n line With h.,ult:derate chlft 25°.. We recommend stopping operahol' . II",wind IS above JO mph. and It.iny off or 10we•."'1 ·,.,onwhen Wind is.above 50 mph When -."Ontlnu.rd O'"'I4Itl("~

under windy conditions IS necessary. consult 'al'tor\ tOlspecIal deraled load raling chr..

Maximum approved travel SPeed with 30.000 pounLJ fronlbumper counterweighl inslalled .s 5 mph All I".. mustbe ..enly. inflated 10 100 PSI Ma..mum approved booonlength lor Ir..el is 130 It. or 110 It. boom ..d 3D It ,.11Boom must be positioned over re. of carrier. G""trv mustbe in raised position to trIVel with boom attached

P & H 'ype 25 w"e rope 6.251 W R C . prelormed .. Ir.improved plOW steel 'hire rope (filler \\Ilrel

This chan does nol apply lor booms eqUIPped wllh acontainer tip or hammerhem tip sectiOn Reter toapplicable chart lor ralings.

Ralings shown are only lor comblnalion 01 P & Hmanu'actured upper. boom. iib. counterweights. carrier andoUlriggers. 800m backstops are required lor all boomlenglhs. 800m inserls muSI be arranged as shown in Ihe800m MakeUp Chan. Slandard boom hois. reevIng is 12part line. Gantry must be in raised position for alloperating conditions except when mast is required. Whenboom is equipped with iib, main hook ratings must bereduced by 1500 Ibs lor 20 It or JO h. lib. 2000 Ibs. lor40 II jib. 2500 Ibs lor 50 II. jib and JOOO Ibs for 60 II jihRefer to diagrams lor applicable working area.

Operatmg radius IS the hortzontal distance 'rom cen.erlineof rotation to a vertical line through the center of gravityollhe load

Rot.ngs .hown are based on freely suspended loads andmake no .lllowance 'or such factors as wi~ effect on liftedlo.d\. grn,md conditions, out·of·level. operating speeds orany other condition that could be detrimental to the sa'eoperJtion of this equipment. The operator, theretore, hasthe responsibilily 10 judge Ihe e.isling conditions andreduce lilted loads and operating speeds accordingly.Rotings do not e.ceed 85% 01 lipping load as determinedby SAE J 765. DeduCI weighl 01 hook blocktsl. slings,cemenl buckel. and all olher load handling accessories frommain boom or jib raling shown. Ralings shown are basedon 41.000 Ibs. counterweighl.

1SO -:- &0

I 23·0. 60 1\s: .... 6~ I 1~O 1 i 0 + 30 I 2 ~ 0 1SO .... 60 I2(;: -'. ,:~_.-,1__'..:3..:0_-,-_'::..'0:_-_'..:2..:0....:...1__25_0_....:..._'_6_0_'_6_0_J

1,;0 ...... 5.:' I \30 I 110 ~ 30 I 200

MAXIMUM SOOM I.ENGTH TO LIFT CFF GROUNO

,1 W'':'Oo(CViFRC~T5;''~~FERCOU~~:'i=!\r·,·EIGHT I Wj:h::O.QOO~:$ f'e:"l

.~o~~~ I w,:~ O~:'ig.~~S Sf: I· W,\!";C~: O:,;:~';~els Sel I e"~~;'b::~,~~'::;";~~hlIS"C~ C'".l., I !~em &.i ~ e;)om Cl"".:y 6oc~ & J,b E.:-C:'l"o C"I!y e~cl""'. & Jb

6.0:;.;'7.6SC

130ft Soom

~~e: f ~;::

S E32 Ii 2.5:00

i.SS1 9.700

17,512 I22.6CO

12.:60 I ~ 6..400

20,664 27.~OC

15.004 1'9.,00

36 ;4 21.1iS127,60C t7S 121.037 2i.200 77

eOlSC!lCS:2!1:!.C:oiS2 10.1£10 1'4:.60055

so !~~! '3.':'':9 I is.SoOQ 68 13,3,5 I i5.S00 'E9

2C I I

30 , i' i 2~.:JEe 13~.'~SO 78 25.125 32,335

70':3 S.C:!3 I iO.200 57 I ?,e.S3 & c,SO 60

loS Iss 115.~S3 \9.500 70 15.::63 'S.JCO 72

SO j:7 62eO I 8.150 51 I 6,1621 7.E.[lO 54 5.813

., I I i

'OOC 13c: :: E:~ I S,3SC 37 3,6741 5('00.:3 3,3"',

" I\, 11:0 ~t SCt":'\ :.I 120 F: Boom "

~~:t !" I Cvtr I C...t~ I 'E-I Over lOver IFI. < S,ce F.ur < S.de Rear

- tires at 100 p.s. i.

I 12\ I F.AT:NGS SHCW~~ OC !'>lOT EXCEEDri"'S'"rl :"'AX::":UM .'PPROvEO Tir::e CAPACiTy

WARNING: When operaling crane "wilhout oulriggers" loads lilted over rear and swung OVer side. will increase in radius d, eto tire deflection. ThiS increa. in radius must be compensated for by raising boom, or machine may tip over.

WARNING: Welding or olher repair to lubular steel booms may weaken Ihe struclure See your P & H dealer lor au'horilfdboom repair service. Unauthorized repair will void all warranties.

rated crane loads in pounds - main boom (69" w. x 69" d.) in over side and over rear work areas with outriggers fully exte:nded and set2 Qper.l ~! \20 F:. So~m ~ \ 30 Ft. 5001':'1 '-a l~O F:. Bo~m ~, 1SO Ft, Sl:i~~ ,~1_'60 F: _ee~m -¥.1_'7C F: ...So~m !I ~. _' SO 'I. ao~m I ~ i_"CFL:OO~ !%.0,00', :,,~. l-i! _"0 ". 600'" I:~: 220 ':' 60'''' I~ I 2'O'.::"m I~! ,.~ "._aocm I-F, '_2.0 F,. So~m Ic.". \

••c Ie; Soo~ i Ri:,l'!g c; Soem IR':lr:g c ISoem Ril:,ng Ie ISoem Riling ::.! Cloom i ".a~;'".g I' s: I:;~cm I"'lli"lg :: I ClI:O~ ",a~,n9 c: :~Cm \""2:'''''; ! ::. 1e }O~, I,._a!'~; 1=I :loom I FtIII1",; I:. I SOCtn IF-IlI'l'lg 'I C i Soc:':': I "'~''''g ::. IBcc"n : !"iltlr.g I t: i ::.ccm F.~~!Ir.;RaC'.;:1. <1?:EI·llbs. <lpt.El. It:s. <. ?1.E1. lbs. < PI.E!. U:s. <~?LEl.: !.~S. <. P:.:' L~s. <!hEI Lbs. <Jhh L~s !<iP·"Ei. L:s·l<tFI.El. lb!. j'-::;Pl.EI. L::'s <'Pl.:!.! l:s. <lFIE!.i lb,. <,Pl.£:. L~s. Fl.

\ 2 Ii! , I I i I \ I I I t,'·;"H F.EOUIP.:j FeR 90,":'-'S eve:=: 1c( FT. LO~G .:..:-..::;> G.t.N'!ny MUST EE·'I; THE If'o.TERMEOI.A":E POsr:-iCN. I I ~ i I I - 12

16 I I I I I I I --rJ ! I I I I I I I I I I' ! I I "20 I I I I! I I I I I I I I I MI:>POlt.;r Si.:S~ENSION (CENTER Hl'TCMJ F.(O'..lIF.EO fCR ecc'l.s OVER 200 F7. LONG 20

2S I I I I I I I I I I I I I I I 2.30118 1260 87.•"" I ---! I I I I 303S iSj124.41 ES.::OO 77 1353 67.900177 "50 57.6007SII!lSSI57.30C : 1 I I 1 3!140 731,23.4 155.90017' 133.6 55.600\75 143_9 55,JOO 76 1541 5.5.00077 164 5 ~·'S.c..7ociie i7~.1 I 501:.400 71. las 3 54.l0C 300M LENGTHS 21C FT. AND LeNGER. WiTH A 35 n. TIP SECTIO~,j F.EOUIRES A2 SHE,wE POINT '0

45170'12\.4 ,(,7.400 72!132.1 47.\0073\oll24 46.80074152.eI4S.500175·~63,li.:.e.200i'i£17~6oI:S.90cln:l!4\ 45.600~n1iS:3 ':5.3001;8:21)4.1 AS.COOI 1 I 1 "5

5068,1200 40.65069130.1 40.35017' 1411 40.m:0 72 1514139.7501731161 6139.01:50174 1i~ 1 139.150!75['826 38.eso17E11930 38.550j77 21}3.4 36.25077 213.3/ 37.9SOjiS!223.i 37.E5C 79 2:;44 37.J~O I I I 50

60621'14.6 31.10065 \26.5 30.800671366 30.500 68147.7 30.200 69158.0129.900 71 '5~3 29.600721'79.7 29300 73i,s02 29.0007" 21)1.1 26.700 n 2115 28,4001;61222.1 28.10076 1231.7 27.800 1771242.5 . 27.S00'n!2S2.1 27.200 60

70 57 , 092 25.500 60 121.2 25.200 ~e2 , 32.2 201:.900 64 143 5 ~,(,.600 166 h 54 6 ~ 2".300 167 \ 6!: 1 124.000 ·e.9 i 177 e 123. 'CC 70 \ 87.' 23.400 71 1:)7.8 23.100 721208.3 22.8001;3 12188 22.500 73 J225 6 I 22.200 ,,, 1239.~ 121.900175,260. i 21.6001 70

80S: ;0\.6 21.1501&41140 20.6&057126.1 20.550 eojl;iS.6 12C.2:50i62!i501 1~9,S50:64 \61.5 19.650.65:171.7 19.350 57 1636 19.0S0l6e·'~14.1 16.750'6$ 204.7 18.450'70,2~S.5 18.150 71'226.2 17.e~oi7212.s6.6117.55073::?"i6 17.250 eo

90 44 93.3 17.750 01:9 106.6 17.450 52 1200 17.150 ~S \31.5 16.850 58 '14-=.2 I' 6.550 ;60 1558 1'6.250 62 "67 6 15.950 63 P 78. 1 1S.65~1!~1..~_?0.1 ,S.::50\66 200.3 lS.0SO!e71211.1 14.750 i 68 22' e 1 \4.-=50 I E5 1232.6 114.150 70!~"3 6 13.850 90'00 371 606 1\ 5.200 '43 97.1 14.900 I,n 111 0 14.600 so 1'24,8 114.300 53:\363 114.000 SE \486 13.700 s8!~ 61.1 13.400 601173., \3.10QT6ll1:J36 12.800 63 Hi6 0 I 12,5001£': 206.2 12.200165 217 1 , 1.900'67 2296 1'1.600 6712"0.0 I, 1.300 100.'H02865.1 13.1003684.9 '2.800411043 12.500-'5114.5 '2.20049,1293 11.900'521426 11.600154:'54., 11.300 56ji662 11.00052,.,8210.700&0,90.310.4001£1'201.1 '0.100:&3;213.6 9.60"601:·224.419.500:65~235.2 9.200110

120\5411 ",5002767.411.200'34882 10.90040\04.9110.600441.9.7 10.30047133.0 10,000601'46.5 9.70053160.2 9.40055"'2.59.100571648 8.S00fS1951 8.5001602080 8.200612186 7,900&21229.517.600120

t30 1541.7 9.95026707 9.6503390.1 9.35038\068 9.05042122.4 8.75046138.1 8."50491'52,0 8.150511,13.9 7.85053176.5 7.!5C!5188.8 7,2&057201.4 6.95058212.3 6.65060j22S.1 6.350130"0 \4 437 8.65025 73.2 8.350 32 931 8.050 37 110.9 7.7&041 1266 7."50 u i'42.2 7.1&0 47 ,·i5.0 6.85050 1693 6.550!!2 '82.1 6.2&0 54 1946 5.95056 207.6 S,1550 57 218.1 5.3501140"'so '4 .U.4 740024 734 7.\0031 96.1 6.800 36114.3 6,500 40130.5 6.20043 1.16.3 5.900 46159.5 5.60049174.1 5.300 51187.' 5.00053200.0 4.700 &412124 ....00150

160 13 44.1 6.250 24 77.5 5.9&030 98.4 5.650 35'117.5 5.350391.1'.5 5.050"21&0.3 4.750'45164.6 4.4&0.71786 4.150 so 1925 3.8505220515 3.550 '60170 13 46.3 5.13023 78.7 4,830 29 1020 4.530 34 1;!O.3 4.23038 137.8 3.93041 154.1 3.630 44 168.5 3.330 46 182.1 I 3.03049 197.0 2,730 170

180 \3 48.6 4.100 22 81.5 3.800 29 "'5.3 3.500 33124.2 3.200 37'416 2.900 40 1$6.3 2.600 43 1721 2.300451812 2.000 180190 12 49.4 3.'''022 :l3.3 2.84028107.0 2.54033127.3 2.2403614$.0 1.94039161.4 1.640421756 1.340190

200 12 .19.7 2.31021 85.5 2.07027 109.8 1.770 31 1302 1.47035 148.3 117039 1658 870 200

-


•......,<"

PCSA CLASS 12-736

with 62,000 Ibs. counterweight

rated crane loads in pounds - main boom (69" w. x 69" d.) in over side and over rear work areas with outriggers fully extended and set

I -, , I I ,

Op.' l' 210F, 100", 11' IUOfl loom l' 230'1 loom l' 1:Z40f' I_ 1'12&0'. loom l' 280 ft loom ~ 10f, loom... r.lr- ".''"9 r 100M Rallnl r loom R.,.", r 100fft R.,"'II r loom r loom.. 000·

~".111'I8 Rattn8 C loom Ra''''1 ••d

~_, II Lbi Pili U.. '1 (I U.. PI (I lbl C'I II l .. .. " (I l" ... ", II l .. "~~ ,"-MIDPOtNl SUSPENSION lCENIER HltCHI REQUIRED fOR lOOMS OVER 200 fT LONG'2.. ••2020',.

-~-,J- 20I-Jo -1- --I-j;, MAXIMUM 100M LENGTH WnH A 2& fT TIP SfCTlON 1$ 250 FT :JO

n'"70 ~O~~N.GfHS.210 FT AND lONGEIIlI WitH A 3& fT ,.P SICllON,R~'!.IR~S_A:Z SHEAVE "OINl<1. -~

'-.0 77 '2'"33 41,!l>OO 18 UJ 1O.

-12.90( 19234. 3.0" ..tiO;;~.

Jll2&O 182221 37.'SO 712317 3. 77 242 ~ 33100 77 1521 30 J()( 18 2628>0 20'" eo

31 000 13 2'1' 30100 73 228. 300" 14 239. 29700 75 2!»O. 2090< 76 260 6 22700 76 noe 20.600 7.~~ !~ ~54!tO 70 :U5 5 251!»O 11 2262 '.8!lO 7 ".. 1'4 '1100 73 .,. '''i~ 73 2574 20000 74 288 t 11,100 1O

~ ~~

~t!!.-!~ ~!7 !!..!....!... 200SO 61 llil 197!tO 69 232. 194~0 70 243 8 19 IS( 71 2,....

11_72 26&4 1& 700 90

~ ~~ ~ !4 2.Q!.l .!..~-~~~~.~ t!! 229! ~~~ ~7 2~~ !L~ 68 2496 15200 92611 .3_ '00"0 60 '90 3 14~ 61 201 1 '4 2QQ!! ?'36 13 900 64 2244 13~OQ 6~ ??~!. ~.~OO 66 2458 13000 7 251 I 11600 "0!1Q ~t !ttl... l1...~QQ ~I I.ft! !1.1001~Q ~P'Q !UQ9. ~! U~· !tm ~? ?~2~~ 1.1.209 ~! 2426 '0900 6~ ?~.5 .100 120I In ~3 176 ~ 10 700t~~ 1881 10 400 ~7 201 4 10 100 ~8 212] .100 ~~~ ",00 61 236 I .200 62 247 I 0100 .30~~!!!.L~~ ~2 !!! ~ I-~~'~ !.!.... e ~ ~_!~~! 2076 1000 !t7 2181 .... ~9 231 6 7.00 60 242. 0.000 '00,2~1 ~! !~~ .!..!~~~r!-!!...!.... _.!~!a1 f!lli..' tp80 ~3 2000 ~ 980 ~. 2124 ••1 56 224 , ~ 380 ~7 2nS 5.200 '60~~ "1~3 eOOO~~I~~_ ~700UI78e ~:!QQ~ill~ ~~!t220!te 48()(J~32161 ..00 ~!t 229 e 4000 '60!~~ ~! !.~7~ ~!70 ~~ I~~,! -!.!!O ~~,~~~~t! !!!.I_ ~~~ ~9 1_~!0 3 ~~ ~ 207!t 3 ""0 52 221 e 2900 11O!~Q 3~ ~.?~? .~.~ ~7 !..!~. _376040 l!ae3 3460 431721 3160 45 18~f+~~60"" 197!t .... 110

...!...!!J.~! !07 0 3240]J 1213 29.036 14$0 2 !40 39 ;,,-..-, - 2340411"7;-; 2040" 189 I I 740 '90lOU 21 1!a5 2630111091 233031 IJ02 1030 3'!1 148~ ..!~O ~~~_L....!_430 411755 1 130 200

Ratings shown are based on standard 41.000 Ib5 counterweight with additional 21.000 Ib5. bustle counterweight

WARNING: Machine will tip over when upper is revolvedover side unless outriggers are fully extended and set.

ThiS chart does not apply for booms equipped with a container tip or hammerhead tip section Refer to applicablechart for ratings

MAXIMUM 100M lINGT" TO LIFT Off GROUNDON OU""OOI"1 ONLY

0"., 800m Onl.. 800m' J.b 800m Onl.. 800m' Jib

25'1 l,p SRIollU w,.,,!t Sh••" ...S•.,. 130 100 I 60 130 200 f 60A..". 130 200 I 60 ''''' 2M) I 60

35 '1 T'p 5,(f,un wllh 1 S"••"."S..... ,.0 210 ••0 24O 210 , 60M.·... 14O 210 , 60 270 170'60


PCSA CLASS 12-726

with 15 ft. hammerhead tip section and 41,000 Ibs. counterweight

rated crane loads in pounds - main boom - without outriggers - tires at 100 p.s.i.Maximum approved boom length' for travel is 130 ft. or 4110ft. boom and 20 ft. jib. All. tires must be evenlyinflated to 100 P.S.!. Boom must be positioned over rearof carrier. Gantry must be in raised position to travel withboom attached.

This rating plate applies only for booms equipped with a15 ft. hammerhead tip section.

D••, IR 40'1 100'" 1': SO'1 800", J! 10 F,_ Boom ~ 70" 800m ~ 60'1« Ot''" .{ to '1. Boom oR 100 Fl. 800'" • 110" 800m .( 120 F•. loom .( 130 Fl. 100"' OPI'

'blS r lOver to.." I ~ I 0"" I 0"" r 0"., Oil'" rio....' I 0 .." Ir1 0.." IO..,r r 0..., O",r Ir Ov.'· 0 ..., 't I 0 ..,' O""! rove, Ov" flO.." I 0..., Aadn. C I Sod. Au' <: S,d. An' < Std. "u, C Sid. Rur C I S,d. RtI' C $.lk! Rear < Std. All' < I S,de Au' C Side ",ar C f S,d, A,,, '112;821 '74.'Se I I "'.'X',',,NUG,," "."pOpW'ONyDEDD,N,.OE' CU.Cp.ECED"y ~I'.2

515'78 163.4e4:80, 62.91482 11.23' I I I:lOl" ,41 O£S; 50.258!7S :.eC.6S2!49.SU 77138.99' 48.1561711366:3 ·.'.ie7 I I I I I 202ft/e3 ;33,051; oIl.2e, 61 ,32 629:010.876 72 '31.068131 229 ~75 ;30.73& ;38,!l84 :77130.384 1: 8.516 ii 29.7G3 ~37Be9 '79 ,29.3512 '37 ,oIU I I I 2530; 5$ !27.4C3; 33.600 i62 !27,066133.300!17 '25.471:32.7641;1 ,:5. H:E ;::2.'37:73 24.8:; ,: 2 \)85 7~ 24.222 :31.468'" i23.883 ~3' 098 '78123.268 30.480 179 '23.121 30,335 I 3035,oIS:23204j27.I.OO,S6!22.88SI27.'00 12121.305l126.800;66i2,.0~!~25.700!Ui20.677;a.50072,20.102 25.200j701 19.751 2$.900 75 19.176 25.100 76 19,037 2!l.200 77 ".e64i25.1QO 35..O! 33 119.&60123.000:.8 119.654: 22.700 i51 18094 22.0100 i62 ji 7.ilS :22.200iE6 t17 .478 : 2 0"'...0168 16.118,21.700171111.575 21.'001721'6.014 j21,1 00 '01 15.871 20.700 7$115.512 !20 ISOO 010451 I ",0!17.083 151.200150'15.535 18.900:57;~S.2"6118.eOO·e2 '''.&:!31 e,600'n!U.:!e5118.300~e811C.()4"1'8.000170,13'''&8 17.600'71 13,313 17.300,73 '30C4,~,.,OO 01'S0l ;30 ;14,7001 16.600j U 13.'51 18.300; 52; ~ 3.15;; ~ 6, 1COi S7112.E6CI . ! Se.c:51 12.121~: !I.EtC ;6.1 .11.988,15 3eo '5i 111 .41.09 14.900 ilSt '11.315 14.100 71 1O.teO:14.4000 5e601 I 27'10,26012,3001';01 E.se!P2.10C: 481 &.e.26~,.9~ ~l 9.~62111.600,58 8.831"'.300:61 8.312 n.ooo 601 8,18010.100 61 7.132:llHool eo701 I !2S1 ;.E~':~ 9.':OC-'3!1 7.3711 9100~'HI sua 8.800 151 e.531 I.SOC.!S. 6032 8.2001~8 5.893 7.8&OelI5.551! 7.700 7C10 I i I 123 50.6"8\~ S.103 1.800:43 1 4,1U e.~!.;s: 4.280 1.150 152, •.152 S.IOO!l1 3."3i 5.nOI Be901 I I I I I 124 3.7:22 5.2S0,341 3.407 .SOOl~11 2.909 4..550 4.1 1 2.781 4.250'601 2.1.045 •.OSO PC

100 I I 1 I ! I 120 2.215 3.700 132 1 '.801 3.36039 1.674 3.000 441 '3-,,12800 ICC:

WARNING: When operating crane "without outriggers" leads lifted ·lver rear and swung over side. will increase in radius dueto tire deflection. This increase in radius must be compensated for b, raising boom, or machine may tip over.

MAXIMUM BOOM LENGTH TO LIFT OFF GROUND

Boom'

Wi;h I WithoutOutri;ge~s Set OUlrigg.r. Set

Over Eoom Only Boom & Jib Boom Only Boom" Jib

Wi:h "'.000 Lbs. Cour.tttweighlSide I ISO I 170 + SO 120 100 : :;0

Rur 'SO 'BO + 30 130 110 + 20Wi:h 62,000 Lbs. Count'Jrweight

s;•• I .ao I '80+60 I Not Approved

Rml '80 I 'BD + 60 I

5rated crane loads in pounds - main boom (69" w. x 69" d.) in over side and over rear work areas with outriggers fully extended and set

.0'1 loom f !tOF,loom ~ 70FIIOGm I! I 80FI 800m I.. 90ft loomc- c------- c- ---- .. I ISOF, Boom 11'1 180FI 800m I!! 110F,800mOpl" • JI eoF, Boom r- I00F, 800m JI 110flloo.n ~ 120 F, Boom l' 130 FI loom JI I.OF, loom JI 180FI 800m 0....,. r ..... A."ng B.... ,..."" rloom ".Ilnl r :~E7 At::' r ::ao,7 R:;:, i :tr:- Al·=V ~

..... A.'tng r Boom A.II,.; r Boom A.llftl f 800m A.''''I f loom A.ltnO I :~;.' A:::V r :~E7 A:::O I :~; A:::,"r 800m A.''''I R,.

" .. PI (I Lbo ., PI (I Lbo ., PI (I Lbo PI EI Lbo 4 PI £1 Lbo C '1 lEI lbs .. PI (I lbs 4 PI lEI Lbo <I( p, lEI L.. O.12 82 '.9 280000 AAftNGS WITHIN 'HIS_OX AAE LIMITED 8Y MAST REQUIRED FOR BOOMS 150 FT AND LONGER. ~1$ 11 ••• 2JO!oOO 10 586 l07000 82 68' 192000 STAENGtH OF MAJERIALS GANTRV MUST BE IN THE INTERMEDIATE POSITION .,20 "

.,. 110 M)(J 76 ." 186,100 71 •• 0 IU900 19 'B' 161)000 20lb 63 ••• 118900 6' !>OJ 118600 72 ... 118_300 76 '" 118000 77 .,. 117.700 78 9'6 111.00 79 107 '1 'Ii7,00 .- --._- -' --_. -- - ..]0 '!Itt '2. 81900 62 .. 2 87!)()O 67 6.. 87200 'I ,., 86.900 13 I •• 86.800 16 90. 85300 171061 16000 18 1110 861no 79 1271 8S400 JD3!1 4!l l •• 68800 66 .. J OB JOO 62 0" .1000 .6 7JB 67.100 69 .'. 61400 12 ... 61100 14 10'!:JS 66800 76 11b8 66!)1)() 16 126 I 66200 71 136. 6Si.900 18 '466 66600 19 • !IS 1 -!~.!~~ n4(' JJ J2 • !II 300 4' .,. !>OODO !>O 600 $& 700 62 '" 6&400 66 82. !"afUOO 68 934 64800 11 I~O .. !>DO 72 114 & 1)4 ~!9 7~ ,!l!? .J9OO 16 13& 2 b3600 76 '4S!t 53300 77i~7 SJOOO 18 11380 ,;)2'700 79 '16 I 1)2.00 19 18& J 1)2100 '0

•• '0 '2 J '7 !tOO &0 '0 J 47 200 67 .BO .6.900 62 B02 .8600 66 9' J 46300 68 1022 'OODO 10112 9 oil) 7no 11 123. 4&.00 73 1339 4&.100;~+i*

.... 800 16 IS46 UfJOO 76 1649 ".200 71 "S I 43900 18 18& J 4J 600 ..f---"" JO J'I 40 7!tO 44 .' , 40.SO 62 ... 4015>0 &7 77J 39,8so 61 889 39!t!)O ~. IC?OO 392S0 67 1109 389!tO 69 121 1 386SO 71 1323 JI J!>Cl 380~0 13 1532 317&0 74 1836 37.~ 15 113 9 37 ISO 16 1842 J6850 !>Cl

-60 -- --- 68 1]93 28200 '·1 1606- 1 2 , 900 7: 1711~f-;u

27 J' 2 30900 40 ... 30600 48 698 30.300 ~4 126 JOODO 508 941 297~ t!l 1062 29400 64 1174 29 tOO 66 1284 28800 2B 500 69 I!JOO 73 lBI 6 2' Joo 60.. J9 J 2&.000 3B .90 24 100 45 ,. 2 24400 5t .,. 2' 100 5& 1001 231UO 581120 23.500 61 123 & 2J.200 63 1348 22900 65 1459 22600 67 1568 22 Joo 68 1616 22 000 691783 21 700 '010

MIAVY DUTY 2J 41J 203&0 J5 02 J 2005043 '12 19 7!10'8 922 194hO 52 1052 Ig.IW 561175 18850 59 129 J 1B 550 til '409 18250 63 IS2 2 179SO 65 i63 J 17650 66 17.3 17350 .09U IOU INSIAI 22 432 16650 14 O.J 16350 oil 120 '60!JO 46 900 15.750 &0 1100 15,!!tO 54 1221 UIf,Q 58 13.8 l'8~0 59 14&6 14556 61 15B 7 14250 &2 Ifi95 13950 90

.00 RIOUIRtb20 .. 0 13 BOO 32 •• 2 13 SUO 39 BU IJ 200 .... 1007 '2900 48 1 ,. 6 '2600 521216 12300 !I. 140 I '2 ODO 57 152 i 11700 !l9 1&40 11.00 '00

110 '9 '.0 11 !!10 )0 '09 II 100 37 190 10800 • 2 1047 10500 47 I t90 10200 50 132 • 9900 !l3 1452 9600 55 1515 •.Joo 110l--t2o -1--

'9 '12 9 !tOO 29 'H 9200 J6 923 1900 oil lOB 5 a 000 4!1 1232 • Joo 4B IJ69 BODO 51 1500 7700 1201-00 ---- f---

'6 • 1650 lSo 7350 .... 1212•• f9. 7.950 28 9.. .0 112 I 7 050 .''''' 41 1413 6450 lJO''0 f---- f---- -- 17 .. 2 6650 21 '.. 6350 34 9•• 6050 38 1156 & 150 42 1312 • f"" .fO,~

~_.- ----17 &2' 5400 26 10. ..00 32 101 • • BOO 31 "'0 '.!>DO .""'leo -t-- ---- - -._ .. ,. .. 0 4250 25 6)0 J 9"" 32 104 3 3.650 110

'110 1·-r-- ------ 1---:'--" .. "J ] 130 2& .. 2 2.JO 170lio ... -- ----- _._- - -- -._. - .. •• 1 2.100 '.0-- --


..WARNING: When machine i. equipped with 62.000 Ibs. 01counterweight, machine will tip over when upper is revolvedover the side unless outriggers are fully extended .nd set.

with 15 ft. hammerhead tip section and 62,000 Ibs. counterweightrated crane loads in pounds - main boom (69" w. x 69" d.) in over side and over rear work areas with outriggers fullV extended and set

&~-- -.,...-

OM' • • 0" loom .. !Of,loom .. eoFt loom .. 70F'IMm r 10FI loom 1.1 90Ft lGO'" .. l00f, 800m t 110'1 loo.n .. 120F, 800'" I 130F1800m i ~!I ~~ I ~'I~ 1,1180FI 800m 1tl~oo~~~Gl ;"~I ~~IOp.,rtf': ~.~ PI:::- r::-: R::, 1 loom ""'"0 1 100m A.ltnl C :~E7 PI:::, r ::"::7 R~::' r 800m A8''"O .= lDOfn Rallng C 800m A.ltng i 800m "t,mg ~ 800m A.lmg ~ 8o~1 RaloRg .i 800m Aa"ng ~ 1:~o(7 IAl,;,ng c: 8noM Aalml Aad

t-'':''I2±e2:+'.C:e:':.O+2::00~.==OOO=l-l:'':'';''+'"::~+-~':'':'''':'::''' -I-":.:":-'+--f':..:'...:'::..'-I-"::..:-.+-+:..:...::..L.:=.....J......J...:....:.....J.....:.::-.+-c-f':..:'...:.:.:.'-I-"::..:-.+-+'~~'..:.:.:.'+-:'::..:......-f--c

+'..:'..:':.:.'+-:'::":-.+-:+'..:'...:':.:.'+-'::..=---_1-_1'1 fl Un PI..!!..l lbJ '1 £1 IN P, (I l bl "" (I UII '1AAJlNGS AIOVE HEAVV liNE ---4---!----4.-----,. - MAST REQUIREO fDA dOOMS 150 fT AND -- -l- 12

;:;~ :~: ~:::=~: : ~ ~~;:=~: :: ~ :::.:: 7. 78 1 16~.OOO ~~EM~~~~~:l:y STRENGTH 1-1-_1-_++_+. I----- ---+-+--+--~-_4 ~~~~~~NGANTAy MUST 8f IN THE INT£AMEOIAt( l- ---- --~t-~2&H:03;+.::.ri'~'.~O;;;OOO~::••H-:..~,:t,:'i2:;'7.:;:7oo~;:72;+-i.::.':';ef.':;2;'7.::.00~,;':.+-i7F,7';"f.'';2;o7.;:,00~7;;'+:.:;7-:.'l:''::2.:".::eoo:::r.7::e~.:;7-:.'l:''::2.:".::...,d,::.+'~O:;''::'+''-::2.=2OO:::+-+--+--.j...j..-.j..--t-f------- r-+--t--.,...,.- ..- -- _. -}. . -,-. . - ~

)0 55 42 6 10ft.500 62 M 2 102900 87 .. I 102,600" 7S 7 '02.300 73 a,' 102.000 75 915 101.700 77 106 7 101400 78 1170 101 :00 79 127 I 100 aoo .- - -·r--~3!t45 3a4 '450058 513 14,20012 82883.100811 73183,100198461330072 95183,0007410558270075;1158824007112118210077136481800 78'466.1 j9~7·'9400 .- _._-_."--~~.4033 321729004147472,80058 100 723001271572.00011 82111700'8 934 71.400711040 1110072114$ 70800741249 70!lOO75In2~"200 7S1'i;"i" 69900771!)SI 69600781660 89100791761 64iOO791ifiJ"ii300~4ft 4042311,70050 513 1,,400ft7 eal 11.10012802 6O,8006ft 913 6O.!tOO&81022 10200101129 59.~1I1234 59100731339 5930014i4.2t-iiooo7!'~i6-S87007111.i·58'007717SI~8100181853 57800 4550 30341 13.MO" 117 52.75052 15152,'50571735215061 I •• 51.S0641000 51550871109 51.lS089 1217 50950111323' &0850721428 503507]1532 50050"'1636 49750751139 49450;61142 49150 so10 27 372 40,710 40 55 ft 40,450 48 89 I 40 ISO I' 82 I 39850 sa 947 39550 II 108 2 39. so 64 1174 389SO ee i28i 38'6!,o 68 liiT 31 3~ 69 1500 38050 11 '10 a 317SO 72 171 I 37 no 7J iii I J7 ISO 10

70 25 393 33,20031 &90 32900.& 142 32600'$1 87' 3'300551001 32>00581120 3110061 123i" ".00 631348 31100151459 30800671568 30ftOO68 161' 302ooi9 1183 29900 7010 2J 413 2735035 823 2705043 7.22175048922 21'S05210&2 281!t051117& 25850 591293 25&50611409 525061522 2495065163J 2'6506611432'35080

,: ~l=t=~R~~==tl=t=~~2~2 ~.=3~2t2~2=7~"'i::1·~·:~~f~~:=:"'~·0!~2~' ~e~e:~~~~~'3;~:~::~e~·:~:ili~~;~:~:m:~:00~'Ob~~~~~d~~~~O~::lli:~~~~';~~!~~:oo~"'~::~:;~;~:ili~!~i:OO~"'~'~':~::~:~~ili~!:~:00~"'l:~;~::~:~:ili~!~~"""~~'0~:~~~::~:1~ili~!~~:"~"'~':~t-t-~ll~ot:::~:::::::::t::::::::::::t:::~:~:~~y~::, 194" 15SOO30 709 1!1.20037 .90 14.900 '21041 14100471190 14)()()501324 l.ooo!l31.52 13100551575 13400110120 fllaulREO 19 '82 13.10029 735 12800 36 923 1250041 108!1 12200'51232 11 tOO 48 13" 11600~11500 11300 120

I:JO 18.9811100 28 16110800359551050040112110200.4127299004714139100130

140 17512 '4002778& 91003'985 880038'''.1 1!tOO42131'2 1200140

ISO 1752768802680883803210148080)1'190 &1801!tO

~'~80::t-+_+---l-l--+--+-+--+---+-+-+--+-+--I---+-+-+--+-.J---.J----+-4--..j.--...j.....j..-...j..--~~-.J---~I-_+-_-+-+__+__1-"".1-"'.•::..,,0.1-.::..'....="'2"'1-.:.,,3;.0+-.::..2==:00""::.21-",,0::.• .:.'+-.:.,OOO:=;:",',,80"-j170 15&!l3 '11025'&23810170110 15 5' 6 2910 180

jib ratings, drum data, reeving and boom make-up

laclt. lib backstay anchor at base end of fint insert below boom tipsection

Utln, ,h" rqulpmtn1 In ,.cell of '.ted 108Ch.•n .,eh of ch.n not'.IPd, or ..... Ih eh,repd 0' In..,uctlon, Nil ,tsull .n un,••, oper.tll19condll.on, .net ., • vIOl.,.on of lhe U 5 O~t 0' labo" S.'ely .netH••llt1 "",I."on, 'or const'uCilon

8 =-~~~.I"~.,,,.. W .2... 01 flAlING, '011 un.NO CIIAM. IIIIVIC. L••

r--------.'U:::.o::..N;:,::;:'::C:=:..H:-..D::.~::::...::...::::,::..:::..:::.::.;.;I:;A:.;::W:.:.:~.:;;::;;.:=:::::..:------1

",,-B,C·D·T,pBIIC'. A·B·C·D,T,1t811e _ B ,D·O· T,p

Bile - C· 0·0· r,pIllf A·C·O·D·T,p

Blit Leng'" • 25 h.; Tilt Lengtl'l - II ft.In,,"I: A-10 ft.; 8-20 11.; C·3C h,; O·SO h,

B.n_A·B·C·T,,,811' _ 8·0 .T,p

IlIe-C·D·T.pBlle_A·C·O,T,p

15 FT. HAMMEBHEAD TIPBOOM MAKE·UP ARRAMioEMENT CHART

800M ARRANGEMENT

"01S0

'00170

'.0

800""

L'"""F,.

'00110120130

WARNING: When assembling boom in.erts, do notc.ntilever more than 60 ft. of inserts past point of pendentrope attachment to boom. Relocate point of attachmen'out on boom es edditionellnserts are added.

'0

83••00 111.200 139.00055,600

19-t.6oo 222.•00 250.000 280.000

MAIN HOIST DRUM RATED LOADS FORONE INCH DIA. P & H TVPE 25 WIRE ROPE

.RECOMMENDED WIRE ROPE LENGTH

FOR DRUMS - FT.

BOOM MAIN ". BOOM MAlt' ".LENGTH MOiST HOIST LENeTH HOIST HOiSTFT. DRUM DRUM FT. DRUM DRUM

'0 "0,,, ... 0" "0

SO 0,. ,.. 170 ,,, 000GO 000 "0 '.0 m 630'0 0" 300 .90 '" ...'0 '" 330 '00 030 09090 ••• .360 2'0 0.. 120

Il.. ... '90 ,,. 000 "0110 ,.. .,. 230 110 '.0.,. ... 'SO "0 "0 .'0.30 000 ... 'SO 'ao •••... "0 ". >GO ... ..''SO 0" ..0 11O ... 6O'

~:b~~:~ :':~i:~ \ 1~:•• ,mu", L.,IKl· I~ I 27.800

DRUM WORKING DATA

\F.oni Fl... Boorn Moin Thi.d.."~ .."~ IDoubl.O.urnll Drum

P,.c~ 0,. 21·· 21'· 15·314" 16-1/"·

O·..mLt·,g'" 11" 11" 8·1:4··1••, 0"

Ro~c S,lt '" ." 3:'" 3f4"

C."ac,ly88 II B2h 31 :1.hI L.y.r

c,OK"'"SuCn.,. SreC".tl Su C""t 184 h.

TOI"

L,nt $O"c! lS6 1pm HiS I...'" U,:) ·641l,.1 1Z9lpmDo.....n, '2.5Inl

M')I L,n, P",lI 130.800 lb' 31.600Ib' 20,000 UK .. OOOlbl

B.,. D.",'" 5:"\00'" Smooth

"'807140

7440

10.700e_0:100

WARNING

art,., A"'"JItI10 looln 20'1 J. 3011 Jib 40Ft Jib !lO'1 Jib

_~;~:vlL~.!._ '-:JOOO(JI 20000 11.000 13 000

20· .._.~~!~~ '4.500 11100

Jo· M.. MAiuMU~~'iNii CZ...UC~:T':.VtCl ~'L::_. "10·--_·' _?~_l._ 16000 11100 '0400

20· 20000 -1- 14 400 1, eoo , 280

_~~.. ·"400 13100 10800 I 8800 I

Jib Cran. Ratings aff based on strength of mIIt.ri.ll. When main boomload rating at operating r8dius il feu than maximum jib ratings. Itabilitygoverns and the lower valu. of ma: OJQm 1081:1 rating must b. used. Jibsare intended to incre.e lifting height - not operating radiul - thlr.for.,malCimum jib operating radius is limited to ma.imum r.ted r.. iUI of boomlength on which iib is mount~


with 25 ft.and 62,000

container tipIbs. counterweight

Ratings apply to full~ operation when front float is inplace, otherwise only over sides and rear.Use insert arrangement as shown in Boom Make,Up Chartfor 25 ft. Tip Section.

Gantry must be in raised position for all operating conditions.Travel speed in excess of 5 M.P.H. with machine counterweight exceeds tire manufacturers load ratings.

7 Oper. .. 120 Fl. Boom .. 130 Fl. Boom .Jl 140FI. Boom .. 150 Fl. Boom .Jl 160 Fl. Boom

'" '" '" a. '"R.d. e Boom Rating e Boom Rating e Boom Raling e Boom Alting e Boom RatingFl. C PI. EI. Lbo. C PI. EI. Lbo. C PI. EI. Lbo. C PI. EI. Lbo. « PI. EI. Lbo.

30 78 126'-0" 101.800

35 75 124',5" 83.100 77 135'-4" 82.800 77 145'-0" 82,500 78 155'-4" 82,200

40 73 123'-4" 71,500 74 133',8" 71,200 75 143'-11" 70.900 76 154',2" 70,800 77 164'-7" 70.300

45 70 121'-4" 60.600 72 132',6" 60,300 73 142'-5" 60,000 74 152',10" 59,700 75 163'-2" 59.400

50 68 120'-0" 51.950 69 130'-1" 51,650 71 141',1" 51.350 72 151'-5" 51,050 73 161'-8" 50,750

60 82 114'-8" 39,950 65 126',6" 39.650 67 136'-8" 39,350 68 147',9" 39.050 69 158'-0" 38.750

70 57 109',3" 32.700 60 121'-3" 32,400 62 132',3" 32,100 64 143',7" 31,800 66 154'-8" 31,500

80 51 101'-10" 27.150 54 114'-0" 26,850 57 128'-1" 28.550 60 138',8" 28,250 62 150',1" 25,950

90 44 93'-4" 22,850 49 106'-8" 22,550 52 120'-0" 22,250 55 131',6" 21,950 58 144'-2" 21,650

100 37 80'-8" 18,400 43 97'-2" 18,100 47 111'-0" 17,800 50 124'-10" 17.500 53 136'-4" 17.200

110 28 66'-2" 16.200 36 84'-11" 15.900 41 100-4" 15,800 45 114'-6" 15,300 49 129'-4" 15.000

120 15 41'-2" 14,100 27 87',5" 13,800 34 88',3" 13,500 40 104'-11" 13.200 44 119'-9" 12,900

130 15 41'-9" 12,100 28 70',9" 11.800 33 90'-2" 11.500 38 106'-10' 11.200

140 14 43',9" 10,400 25 73'-3" 10,100 32 93',2" 9,800

150 14 44'-5" 7,880 24 73'-5" 7,380

160 13 44'-1" 6,500

rated crane loads illpounds - main boom(69" w. x 69" d.)in over side andover rear work areaswith outriggersfully extendedand set

WARNING: When machine is equipped with 62,000 Ibs,of counterweight, machine will tip over when upper isrevolved over the side unless outriggers are fully extendedand set,

SINGLE DRUM OPERATION

Pins of Line I 1 I 2 I 3 I 4 IMa•. Load-Pounds I 25,500 I 51.000 I 76,500 I 102,000 I

P.H TYPE 2& WIRE ROPE 1 INCH DIA.

DOUBLE DRUM OPERATION

P.rlS of Line I 1 I 2 I 3 I 4 I loads Per DrumMa•. Load,Pounds I 10.500 I 21.000 I 31.500 I 42,000 I Equals Loading

Required

PSoH SINGLE SHEAVE BLOCK

PSoH TWO SHEAVE BLOCK

790 LBS.

840 LBS.

25 FT, TIP SECTIONBOOM BOOM MAKE-UP APPROXIMATE MID,POIN'r CONNECTION UP BOOM FROM BOOM FOOT PIN

LENGTH ARRANGEMENT CHART APPROX. BOOM ADJUST 908T116 MID-POINT ROPE LENGTH Ii. to Ii. PIN, TOFT. INSERT LENGTH100 Base - B·C -Tip LENGTHS 'MID-POINT DEFLECTION RANGE (MIN. and MAX.)

110 Base - A·B ·C-Tlp FT. FT. FT. FT.-IN. INCHES BOOM MAKE·UP ARRANGEMENT

120 Base - B ·0 . Tip Base·25 210 105 7B-2 10.5 to 13.5 Base-A·B·D·C -0 ·Tlp

130 Base - C . 0 . Tip 220 115 88·0 10.75to 14.25 Base B·B·D·C· D· Tip

140 Base - A . C . 0 . T,p A·l0 230 125 98-0 11.5 '015.0 Base-D·D·C·D . rip

150 Base- B . C . 0 . T,p 8·20 240 115 88-0 11.75'015.5 Base-A·C·D-D ·0· rip

160 Base A . B . C . 0 . T,p 250 125 98·0 12.25'0 16.0 Base B·C·D·D ·0· Tip

170 Base "B-D·D·Tlp C,30

lBO Base -- C . 0 . 0 . rip 0·50-When erecting boom. adjust mid-pOint turnbuckles to limit mid-point deflection

190 Base A· C· D·O· T,p withm speCified mid-point deflection range.

200 Ba'" - B . C . 0 . 0 . T,p T,p-25

35 FT, TIP SECTIONBOOM BOOM MAKE-UP APPROXIMATE MID-POINT CONNECTION UP BOOM FROM BOOM FOOT PIN

LENGTH ARRANGEMENT CHART APPROX. BDOM ADJUST 908T116 MID-POINT ROPE LENGTH. Ii to Ii PIN. TOFT. INSERTLENGTHS LENGTH

'MID-POINT DEFLECTION RANGE IMIN. and MAX.I100 Base . A·C· T,p

110 Base - B - C - Tip FT. FT. FT. FT. IN. INCHES BOOM MAKE·UP ARRANGEMENT

120 Base -A -B ·C-T;p Base-25 210 105 18·5 10.5 to 13.5 Base-D-C·B·D - Tip

130 Base - B - 0 - Tip 220 105 78-5 10.75 to 14.25 Base A·B·D·C - 0 - Tip

140 Base - C . 0 . Top A·l0 230 125 98-2 11.5 '0150 Base -D-D-B-O . Tip

150 Base - A-C-O-Tlp B·20 240 125 98·2 11.75 to 15.5 Base-D·D·C·D Top

160 ease B·C ·0 - Tip 250 115 88·5 12.25'0 16.0 Base A·C·D·D· O· Tip

170 Base-A·8 -C - 0 - Tip C·30 260 125 98-2 13.0 '0170 Base B·C·D·D - 0 - TID

180 Base-B-O ·0· TIp 0·50 270 135 108·2 13.5 '017.5 Base-A·B·C·D - 0 - 0 - Tip

190 Base -C-O- O· Tip -When erecting boom. adjust mid-point turnbuckles to limit mid-point deflection

200 Base-A·C· 0- O· Tip T,p·35 WIthin speCified mid-po lOt def.lectlon range.


D

HOOK BLOCKS:

Cable to Miller JohnsonBlock Number Cable Sheave Block Block

Capacity Sheaves Size Ratio Weight Weight

30,000 'P. 1 I" 16.5 to 1 555 lb. 580 lb.(13,608 kg) (251.4 kg) (263 kg)

30,000 lb. - - - 594 lb. 7otO lb.(13,608 kg) Weighted hook (269.1 kg) (335.7 kg)

60,000 lb. 1 I" 16.5 to 1 575 lb. 606 lb.(27,180 kg) (260.5 kg) (274.9 kg)

90,000 lb. 1 I" 18.375 to 1 790 lb. 911 lb.(40,770 kg) (357.9 kg) (413.2 kg)

140,000 lb. 2 I" 21.5 to 1 1745 lb. 1700 lb.(63,420 kg) (790.5 kg) (771 kg)

200,000 lb. 3 I" 19.22 to 1 2530 lb. 2644 lb.(90.600 kg) (1146.1 kg) (1199.3 kg)

250.000 lb. 4 I" 21.5 to 1 2938 lb. 3050 lb.(113250 kg) (1330.9 kg) (1383.5 kg)

280.000 lb. 5 I" 21.5 to 1 3250 lb. 3474 lb.(126840 kg) (1472.3 kg) (1575.8 kg)

WEIGHTS:Total - Complete machine less cable and boom - 158,420 lb.

m.859 kg)Carrier - Including turret. hydraulic outriggers, floats, roller circle

and standard tires - 66.200 Ibs. (30,028 kg).Upper machine - Including counterweight and gantry.

92,220 lb. (41,831 kg)Mast - 1989 lb. (901 kg)Gantry - 3321 lb. (1504 kg)Upper - Underslung counterweight - 41000 lb. (18573 kg)Upper - Bustle counterweight - 21000 Ibs. (9513 kg)Boom:

Base - 3114 lb. (1413 kg)Inserts - 10 ft. - 845 lb. (368 kg)

20 ft. - 1290 lb. (561 kg)30 ft. - 1660 lb. (722 kg)50 ft. - 2680 lb. (1166 kg)

Tip -4124 lb. (1794 kg)Jib:

Base - 365 lb. (165.3 kg)Inserts - 10 ft. (3.0 m) - 213 lb. (96.5 kg)

20 ft. (6.1 m) - 373 lb. (169 kg)30 ft. (9.1 m) - 515 lb. (233.3 kg)

Tip - 510 lb. (231 kg)

PERFORMANCE:(Based on Cummins NTC(A)·350 Enline)

ON HIGHWAY: 15 forward speeds, 3 reverse speeds. Performancein highest and lowest gear based on engine @ full load RPM and120,000# (54432 kg) GVW (class I, good surface road). (RockwellAxles). Lowest Gear: 3.8 MPH (6.1 km/h) to 21.8 percent grade.Highest Gear: 41.3 MPH (66.5 km/h) to 0.6 percent grade.

OFF HIGHWAY: 5 forward speeds, 1 reverse speed. Performancein lowest gear ratio based on engine @ max. torque RPM and120,000# (54432 kg) GVW (class II road). (Rockwell Axles). 1.2 MPH(1.7 FPS) (1.9 km/h) to 30.0 percent grade.


6"3"(I ,901ft)

1----- 11'-0" l--------16'-0" (3,3Sml

(1,62m)

14''''''(4,36m)

9',10-1/2"(3,Olml

'.)'1 L I,I :',U,

~ 4" MAN, ADJ,

~~.J

~7"-=.-----H-'f'-t-~~- .:=FI(3~~;'~~ ~ ~

MAX, lo-l/rT'CLEAR, (.26";) I

__ 12'-1" (3,3._Om_l -i(3,67m)

CI

8105J288

13''''''(4.06ml

912S ATC

7',3"(2.20m)

1-----I:~¥~;' -+---------+----I~:~2%r-'W_H_E_E_LB_A.!E"- ~+_--

1-- (1~4J~?VERALL CARRIER LENGTH

~\'-, .-:- DI~(,38m) PULLEY

£~~A~rON '-+-148',2,1/2" OVERALL UPPER LENGTH WITH BOOM BASE I1-_1-__-_-_-_--:..-_-_-_-_-_-_-_(-':4_.-6:9m::l:-=...,(:::~::-'l=7~::-')-=--=--=-=--'2?"'~~:.:0"'St",::._/~~":::::::::::::::::::::::t= 14'-7,1/2 ~:~~;;~-IN-G-R-A-D-IU-S-/--+-\-·l 22'-10"

-r--r-.'--____ , (4.70m) (6.96m)

18'-3"(S.S6m)

14''''''(4.36m)

NOTE: All designs, specifications and components of the equipment described above are subject to change atthe manufacturer's sole discretion at any time without advance notice, Data published herein is ;nformationalin nature and shall not be construed to warrant suitability of the machine for any particular purpose as per·formance may vary with the conditions encountered, The only warranty applicable is Our standard writtenwarranty for this machine, Manu,factured and sold in conformance with U, S, Department of Commerce Com·mercial Standard CS·90·58, ••

•• ••

Address inquiries to: PaN.

c

TX470SP,8 07-1179 litho in U.S.A.


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