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J ob No. Sheet No.

Maunsell 61498SMRF COLUMN DESIGN TO ACI 318-89 Member/Location Perimeter Column

J ob Title Detention Tank Drg. Ref. 0 Filename Filename

Made by 0 Date 21-Mar-14 Chd

Materials: Version 1.01

Checked

f'c N/mm^2 34 Beta 0.804 Verified

fy N/mm^2 413 ey 0.002

fyh N/mm^2 275

Ec N/mm^2 32000

Est N/mm^2 210000

Section Data:

Depth mm 750 Bar Distribution No Bars Size Area d'

Width mm 1000 Layer 1 6 28 3695 674

Cover to ties mm 40 Layer 2 0 28 0 400

Ro 0.00985 Layer 3 0 28 0 300

Eff. Depth mm 680 Layer 4 6 28 3695 76

Ag mm^2 750000 Layer 5 0 25 0 0

Ach mm^2 616400 Layer 6 0 0 0 0

As total mm^2 7389.03

Ast1 mm^2 2506.99

Ast2 mm^2 791.681

Ic mm^4 4E+10

Is mm^4 5E+08 0

Frame Data:

D1l mm 800

W1l mm 400 0

L1l m 7.8

D1r mm 0

W1r mm 0 No beam

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|::

J ob No. Sheet No.

ARUP Ove Arup & Partners 61498 0SMRF COLUMN DESIGN TO ACI 318-89 Member/Location Perimeter Column

J ob Title Detention Tank Drg. Ref. 0 Filename Filename

0 Made by 0 Date 21-Mar-14 Chd

Forces & Moments:

Gravity Loads: Seismic Loads:

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.9DL+1.43E #DIV/0! 4967 M taken as axial load at min. eccentricity

.9DL @ min. eccentricity 150 4000

Workshe

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|::

J ob No. Sheet No.

ARUP Ove Arup & Partners 61498 0SMRF COLUMN DESIGN TO ACI 318-89 Member/Location Perimeter Column

J ob Title Detention Tank Drg. Ref. 0 Filename Filename

0 Made by 0 Date 21-Mar-14 Chd

Shear Design:

Overstrength moments in beams and columns:

Mb1los kN-m 1350 0 No right beam top

Mb1ros kN-m 0 0 No right beam bottomMb2los kN-m 1350

Mb2ros kN-m 0 Vcos due to beams kN 435 Vcosb

Mcos kN-m 2885 Vcos due to column kN 1861 Vcosc

Ultimate design shear force:

Vu kN 435 0

Shear resistance of concrete: Shear/Confinement reinforcement:

Vc kN 912 Shear reinft. mm^2/m 835 Nominal

Phi*Vc kN 775 Confinement reinft. along width mm^2/m 10104

Vc based on .9D axial load. Confinement reinft. along depth mm^2/m 7322

Shear Check of Joint 1 Left and right beams are different sizes, use answers with care

Joint geometry:

X1l mm 250 0

X1r mm 0 No beam

Wb1 mm 450 0

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N/A depth, -ve. M mm 146 #DIV/0!

Phi Mg, -ve. M kN-m 986 #DIV/0! #DIV/0!

N/A depth, +ve. M mm 82 #DIV/0! #DIV/0!

Phi Mg, +ve. M kN-m 580 #DIV/0!

Required column capacity, assuming upper column has same capacity kN-m #DIV/0!

Workshe

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|::

J ob No. Sheet No.

ARUP Ove Arup & Partners 61498 0SMRF COLUMN DESIGN TO ACI 318-89 Member/Location Perimeter Column

J ob Title Detention Tank Drg. Ref. 0 Filename Filename0 Made by 0 Date 21-Mar-14 Chd

-2000

0

2000

4000

6000

8000

10000

12000

14000

16000

Phi*N

Column Interaction Diagram

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Rev.

ACI Ref.

10.2.7.3

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t page 1 of 4

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Rev.

0

ACI Ref.

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Eq. 10.7

t page 2 of 4

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Rev.

0

ACI Ref.

21.7.1.2

Eq. 11.4 &

Cl. 21.4.5.2

Eq 11 14

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t page 3 of 4

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Rev.

0

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t page 4 of 4

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DATA ENTRY F OR SMRF COLUMN DESIGN

Titles:

J ob No. 61498

J ob Title Detention Tank

Member Location Perimeter Column

Drg. ref.

File name Filename

Made by

Materials:

f'c N/mm 2 34 Entry01fy N/mm 2 413 Entry02

fyh N/mm 2 275 Entry03

Ec N/mm 2 32000 Entry04

Est N/mm 2 210000 Entry05

Section Data:

Depth mm 750 Entry06

Width mm 1000 Entry07

Cover to ties mm 40 Entry08

Ro 0.010 Entry09 0

Bar Distribution No Bars Size Area d'

Layer 1 6 28 3694.513 674

Layer 2 0 28 0 400

Layer 3 0 28 0 300

Layer 4 6 28 3694.513 76

Layer 5 25 0 0

Layer 6 0

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Width of beam 2 in other direction mm 450 Entry49

Forces and Moments:

Forces due to gravity loads:

M1c must be +ve. and >= M2c

If column is in double curvature, M2c must be -ve.

If column is in single curvature, M2c must be +ve.

Load factors: 1.4D+1.7L .9D

M1c kN-m 223 Entry29 117 Entry34

M2c kN-m -115 Entry30 -56 Entry35

Pc kN 7000 Entry31 4000 Entry36

Vc kN 0 Entry32 0 Entry37

BetaD P (1.4D) 0.86 Entry33 1.00 Entry38

P (1.4D+1.7L)

Forces due to seismic loads:

It is assumed that Me comes from ETABS analysis WITH P -DELTA EF FE CTS INCLUDE D

If this is not so then seismic moments must be magnified in accordance with ACI 318-89 Cl. 10.11.5

Mce kN-m 250 Entry39

Pce kN 956 Pce > .2Po Entry40 Cons ider orthogonal effects, UBC Cl.Vce kN 0 Entry41

Overstrength moments in frame beams: Left and right moments should be of opposite sign suchthat their absolute sum is maximum.

Left beam top kN-m 1350 Entry42 0

Right beam top kN-m 0 Entry43 No right beam top

Left beam bottom kN-m 1350 Entry44 0

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ts, UBC C l. 2312 h)1

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INTERACTION DIAGRAM FOR COLUMNS TO ACI 318-95

CX AX e1 e2 e3 e4 e5 N1 N2 N3

Balanced condition 411 330 -0.0019 0.0001 0.0008 0.0024 0.0030 -1492 0 0

Pnt (max tension)

NA Section 1 38 30 -0.0509 -0.0290 -0.0210 -0.0031 0.0030 -1526 0 0

NA Section 2 75 60 -0.0240 -0.0130 -0.0090 0.0000 0.0030 -1526 0 0

NA Section 3 113 90 -0.0150 -0.0077 -0.0050 0.0010 0.0030 -1526 0 0NA Section 4 150 121 -0.0105 -0.0050 -0.0030 0.0015 0.0030 -1526 0 0

NA Section 5 188 151 -0.0078 -0.0034 -0.0018 0.0018 0.0030 -1526 0 0

NA Section 6 225 181 -0.0060 -0.0023 -0.0010 0.0020 0.0030 -1526 0 0

NA Section 7 263 211 -0.0047 -0.0016 -0.0004 0.0021 0.0030 -1526 0 0

NA Section 8 300 241 -0.0037 -0.0010 0.0000 0.0022 0.0030 -1526 0 0

NA Section 9 338 271 -0.0030 -0.0006 0.0003 0.0023 0.0030 -1526 0 0

NA Section 10 375 301 -0.0024 -0.0002 0.0006 0.0024 0.0030 -1526 0 0

NA Section 11 413 331 -0.0019 0.0001 0.0008 0.0024 0.0030 -1476 0 0

NA Section 12 450 362 -0.0015 0.0003 0.0010 0.0025 0.0030 -1159 0 0

NA Section 13 488 392 -0.0011 0.0005 0.0012 0.0025 0.0030 -890 0 0

NA Section 14 525 422 -0.0009 0.0007 0.0013 0.0026 0.0030 -661 0 0

NA Section 15 563 452 -0.0006 0.0009 0.0014 0.0026 0.0030 -461 0 0

NA Section 16 600 482 -0.0004 0.0010 0.0015 0.0026 0.0030 -287 0 0

NA Section 17 638 512 -0.0002 0.0011 0.0016 0.0026 0.0030 -133 0 0

NA Section 18 675 542 0.0000 0.0012 0.0017 0.0027 0.0030 3 0 0

NA Section 19 713 573 0.0002 0.0013 0.0017 0.0027 0.0030 126 0 0

NA Section 20 750 603 0.0003 0.0014 0.0018 0.0027 0.0030 236 0 0

M max at Pn max

Pn max (max comp.)

Pno (ult comp)

M max @ 1.25fy 374 300 -0.0025 -0.0012 0.0000 0.0012 0.0024 -1294 -205 -2

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N4 N5 NCC M1 M2 M3 M4 M5 MCC N M PhiN PhiM Phi1 Phi2 Phi3

1526 0 9539 446 0 0 456 0 2003 9573 2905 6701 2034 0.700 0.000 0.000

-3052 0 -2747 0 0.000 0.000 0.900

-1526 0 871 456 0 0 -456 0 313 -2181 313 -1963 282 0.000 0.000 0.900

-31 0 1742 456 0 0 -9 0 601 185 1048 164 928 0.000 0.885 0.000

755 0 2613 456 0 0 226 0 862 1842 1544 1392 1166 0.000 0.756 0.0001148 0 3484 456 0 0 343 0 1096 3106 1896 2174 1327 0.700 0.000 0.000

1384 0 4355 456 0 0 414 0 1305 4213 2175 2949 1522 0.700 0.000 0.000

1526 0 5226 456 0 0 456 0 1487 5226 2400 3658 1680 0.700 0.000 0.000

1526 0 6096 456 0 0 456 0 1643 6096 2556 4268 1789 0.700 0.000 0.000

1526 0 6967 456 0 0 456 0 1773 6967 2685 4877 1880 0.700 0.000 0.000

1526 0 7838 456 0 0 456 0 1876 7838 2789 5487 1952 0.700 0.000 0.000

1526 0 8709 456 0 0 456 0 1954 8709 2866 6096 2006 0.700 0.000 0.000

1526 0 9580 441 0 0 456 0 2005 9631 2902 6741 2031 0.700 0.000 0.000

1526 0 10451 346 0 0 456 0 2029 10818 2832 7573 1982 0.700 0.000 0.000

1526 0 11322 266 0 0 456 0 2028 11957 2750 8370 1925 0.700 0.000 0.000

1526 0 12193 198 0 0 456 0 2000 13058 2654 9141 1858 0.700 0.000 0.000

1526 0 13064 138 0 0 456 0 1946 14128 2540 9890 1778 0.700 0.000 0.000

1526 0 13935 86 0 0 456 0 1866 15174 2408 10622 1686 0.700 0.000 0.000

1526 0 14806 40 0 0 456 0 1760 16198 2256 11339 1579 0.700 0.000 0.000

1526 0 15677 -1 0 0 456 0 1627 17206 2082 12044 1457 0.700 0.000 0.000

1526 0 16548 -38 0 0 456 0 1468 18199 1887 12739 1321 0.700 0.000 0.000

1526 0 17419 -71 0 0 456 0 1283 19180 1668 13426 1168 0.700 0.000 0.000

19610 1534 13727 1074 0.700 0.000 0.000

19610 0 13727 0

24513

202 1284 8680 387 5 0 60 481 1951 8664 2885

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-4000

-2000

0

2000

4000

6000

8000

10000

12000

14000

16000

0 500 1000 1500 2000 2500

M-N DiagramPerimeter Column, 34 MPa

500D x 1000W - 12xD28

AXB l I t ti C3

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AXBal Interaction:C3

AXos Interaction:C28

AXs1 Interaction:C5

AXs10 Interaction:C14

AXs11 Interaction:C15

AXs12 Interaction:C16

AXs13 Interaction:C17

AXs14 Interaction:C18

AXs15 Interaction:C19

AXs16 Interaction:C20

AXs17 Interaction:C21

AXs18 Interaction:C22

AXs19 Interaction:C23

AXs2 Interaction:C6

AXs20 Interaction:C24

AXs3 Interaction:C7AXs4 Interaction:C8

AXs5 Interaction:C9

AXs6 Interaction:C10

AXs7 Interaction:C11

AXs8 Interaction:C12

AXs9 Interaction:C13

Ach Cal_Sheet:E23

Ag Cal_Sheet:E22

Aj Cal_Sheet:E167AllMBal Interaction:O3..T3

AllMos Interaction:O28..T28

AllMs1 Interaction:O5..T5

AllMs10 Interaction:O14..T14

AllMs11 Interaction:O15..T15

AllMs12 Interaction:O16..T16

AllMs13 Interaction:O17..T17

AllMs14 Interaction:O18..T18

AllMs15 Interaction:O19..T19

AllMs16 Interaction:O20..T20

AllMs17 Interaction:O21..T21

AllMs18 Interaction:O22..T22

AllMs19 Interaction:O23..T23

AllMs2 Interaction:O6 T6

AllN 2 I t ti I6 N6

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AllNs2 Interaction:I6..N6

AllNs20 Interaction:I24..N24

AllNs3 Interaction:I7..N7

AllNs4 Interaction:I8..N8

AllNs5 Interaction:I9..N9

AllNs6 Interaction:I10..N10

AllNs7 Interaction:I11..N11

AllNs8 Interaction:I12..N12

AllNs9 Interaction:I13..N13

AsTotal Cal_Sheet:E24

Asbot Cal_Sheet:E172

Ast1 Cal_Sheet:E25

Ast2 Cal_Sheet:E26

Astop Cal_Sheet:E171

Balanced condi Interaction:A2

Beam Data_Entry:B7Beta Cal_Sheet:H9

BetaCalc Cal_Sheet:T9..V9

Betadd Cal_Sheet:I111

Betaddl Cal_Sheet:G111

CXBal Interaction:B3

CXos Interaction:B28

CXs1 Interaction:B5

CXs10 Interaction:B14

CXs11 Interaction:B15CXs12 Interaction:B16

CXs13 Interaction:B17

CXs14 Interaction:B18

CXs15 Interaction:B19

CXs16 Interaction:B20

CXs17 Interaction:B21

CXs18 Interaction:B22

CXs19 Interaction:B23

CXs2 Interaction:B6

CXs20 Interaction:B24

CXs3 Interaction:B7

CXs4 Interaction:B8

CXs5 Interaction:B9

CXs6 Interaction:B10

EIdl Cal Sheet:G113

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EIdl Cal_Sheet:G113

Ec Cal_Sheet:E12

EffDepth Cal_Sheet:E21

EffJwidth Cal_Sheet:E166

Eid Cal_Sheet:I113

Entry01 Data_Entry:C14

Entry02 Data_Entry:C15

Entry03 Data_Entry:C16

Entry04 Data_Entry:C17

Entry05 Data_Entry:C18

Entry06 Data_Entry:C22

Entry07 Data_Entry:C23

Entry08 Data_Entry:C24

Entry09 Data_Entry:C25

Entry10 Data_Entry:C29

Entry11 Data_Entry:C30Entry12 Data_Entry:C31

Entry13 Data_Entry:C32

Entry14 Data_Entry:C33

Entry15 Data_Entry:C34

Entry16 Data_Entry:C35

Entry17 Data_Entry:C36

Entry18 Data_Entry:C37

Entry19 Data_Entry:C38

Entry20 Data_Entry:C39Entry21 Data_Entry:C40

Entry22 Data_Entry:C41

Entry23 Data_Entry:C42

Entry24 Data_Entry:C43

Entry25 Data_Entry:C44

Entry26 Data_Entry:C45

Entry27 Data_Entry:C46

Entry28 Data_Entry:C48

Entry29 Data_Entry:C69

Entry30 Data_Entry:C70

Entry31 Data_Entry:C71

Entry32 Data_Entry:C72

Entry33 Data_Entry:C73

Entry34 Data Entry:F69

ILB2l Cal Sheet:F43

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ILB2l Cal_Sheet:F43

ILB2r Cal_Sheet:F46

ILC Cal_Sheet:F51

ILC1u Cal_Sheet:F40

ILC2b Cal_Sheet:F49

Ic Cal_Sheet:E27

Is Cal_Sheet:E28

JobNo Data_Entry:C5

JobTitle Data_Entry:C6

Jr Data_Entry:B10

KFactor Cal_Sheet:E56

Krange Cal_Sheet:T56..V56

L1l Cal_Sheet:E34

L1r Cal_Sheet:E37

L1u Cal_Sheet:E40

L2b Cal_Sheet:E49L2l Cal_Sheet:E43

L2r Cal_Sheet:E46

LBBok Data_Entry:F40

LBTok Data_Entry:F31

LCBok Data_Entry:F46

Lc Cal_Sheet:E51

LoadsTable Cal_Sheet:B119..I124

Location Data_Entry:C7

M1Bal Interaction:O3M1cd Cal_Sheet:I107

M1cdl Cal_Sheet:G107

M1os Interaction:O28

M1s1 Interaction:O5

M1s10 Interaction:O14

M1s11 Interaction:O15

M1s12 Interaction:O16

M1s13 Interaction:O17

M1s14 Interaction:O18M1s15 Interaction:O19

M1s16 Interaction:O20

M1s17 Interaction:O21

M1s18 Interaction:O22

M1s19 Interaction:O23

M2s17 Interaction:P21

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M2s17 Interaction:P21

M2s18 Interaction:P22

M2s19 Interaction:P23

M2s2 Interaction:P6

M2s20 Interaction:P24

M2s3 Interaction:P7

M2s4 Interaction:P8

M2s5 Interaction:P9

M2s6 Interaction:P10

M2s7 Interaction:P11

M2s8 Interaction:P12

M2s9 Interaction:P13

M3Bal Interaction:Q3

M3os Interaction:Q28

M3s1 Interaction:Q5

M3s10 Interaction:Q14M3s11 Interaction:Q15

M3s12 Interaction:Q16

M3s13 Interaction:Q17

M3s14 Interaction:Q18

M3s15 Interaction:Q19

M3s16 Interaction:Q20

M3s17 Interaction:Q21

M3s18 Interaction:Q22

M3s19 Interaction:Q23M3s2 Interaction:Q6

M3s20 Interaction:Q24

M3s3 Interaction:Q7

M3s4 Interaction:Q8

M3s5 Interaction:Q9

M3s6 Interaction:Q10

M3s7 Interaction:Q11

M3s8 Interaction:Q12

M3s9 Interaction:Q13M4Bal Interaction:R3

M4os Interaction:R28

M4s1 Interaction:R5

M4s10 Interaction:R14

M4s11 Interaction:R15

M5s11 Interaction:S15

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M5s11 Interaction:S15

M5s12 Interaction:S16

M5s13 Interaction:S17

M5s14 Interaction:S18

M5s15 Interaction:S19

M5s16 Interaction:S20

M5s17 Interaction:S21

M5s18 Interaction:S22

M5s19 Interaction:S23

M5s2 Interaction:S6

M5s20 Interaction:S24

M5s3 Interaction:S7

M5s4 Interaction:S8

M5s5 Interaction:S9

M5s6 Interaction:S10

M5s7 Interaction:S11

M5s8 Interaction:S12

M5s9 Interaction:S13

MBal Interaction:V3

MCCBal Interaction:T3

MCCos Interaction:T28

MCCs1 Interaction:T5

MCCs10 Interaction:T14

MCCs11 Interaction:T15

MCCs12 Interaction:T16MCCs13 Interaction:T17

MCCs14 Interaction:T18

MCCs15 Interaction:T19

MCCs16 Interaction:T20

MCCs17 Interaction:T21

MCCs18 Interaction:T22

MCCs19 Interaction:T23

MCCs2 Interaction:T6

MCCs20 Interaction:T24MCCs3 Interaction:T7

MCCs4 Interaction:T8

MCCs5 Interaction:T9

MCCs6 Interaction:T10

MCCs7 Interaction:T11

MMs8 Interaction:V12

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MMs9 Interaction:V13

MPnmax Interaction:V25

MPnt Interaction:V4

Madeby Data_Entry:C10

Mb1los Cal_Sheet:D141

Mb1ros Cal_Sheet:D142

Mb2los Cal_Sheet:D143

Mb2ros Cal_Sheet:D144

Mbsum Cal_Sheet:L189..L190

Mce Cal_Sheet:M107

Mcos Cal_Sheet:D146

MinEcc Cal_Sheet:G117

Mude Cal_Sheet:G123

Mudle Cal_Sheet:G121

Mudlmin Cal_Sheet:G122

Mudmin Cal_Sheet:G124

N1Bal Interaction:I3

N1os Interaction:I28

N1s1 Interaction:I5

N1s10 Interaction:I14

N1s11 Interaction:I15

N1s12 Interaction:I16

N1s13 Interaction:I17

N1s14 Interaction:I18N1s15 Interaction:I19

N1s16 Interaction:I20

N1s17 Interaction:I21

N1s18 Interaction:I22

N1s19 Interaction:I23

N1s2 Interaction:I6

N1s20 Interaction:I24

N1s3 Interaction:I7

N1s4 Interaction:I8N1s5 Interaction:I9

N1s6 Interaction:I10

N1s7 Interaction:I11

N1s8 Interaction:I12

N1s9 Interaction:I13

N2s9 Interaction:J13

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N3Bal Interaction:K3

N3os Interaction:K28

N3s1 Interaction:K5

N3s10 Interaction:K14

N3s11 Interaction:K15

N3s12 Interaction:K16

N3s13 Interaction:K17N3s14 Interaction:K18

N3s15 Interaction:K19

N3s16 Interaction:K20

N3s17 Interaction:K21

N3s18 Interaction:K22

N3s19 Interaction:K23

N3s2 Interaction:K6

N3s20 Interaction:K24

N3s3 Interaction:K7

N3s4 Interaction:K8

N3s5 Interaction:K9

N3s6 Interaction:K10

N3s7 Interaction:K11

N3s8 Interaction:K12

N3s9 Interaction:K13

N4Bal Interaction:L3

N4os Interaction:L28N4s1 Interaction:L5

N4s10 Interaction:L14

N4s11 Interaction:L15

N4s12 Interaction:L16

N4s13 Interaction:L17

N4s14 Interaction:L18

N4s15 Interaction:L19

N4s16 Interaction:L20

N4s17 Interaction:L21N4s18 Interaction:L22

N4s19 Interaction:L23

N4s2 Interaction:L6

N4s20 Interaction:L24

N4s3 Interaction:L7

N5s3 Interaction:M7

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N5s4 Interaction:M8

N5s5 Interaction:M9

N5s6 Interaction:M10

N5s7 Interaction:M11

N5s8 Interaction:M12

N5s9 Interaction:M13

NBal Interaction:U3NCCBal Interaction:N3

NCCos Interaction:N28

NCCs1 Interaction:N5

NCCs10 Interaction:N14

NCCs11 Interaction:N15

NCCs12 Interaction:N16

NCCs13 Interaction:N17

NCCs14 Interaction:N18

NCCs15 Interaction:N19

NCCs16 Interaction:N20

NCCs17 Interaction:N21

NCCs18 Interaction:N22

NCCs19 Interaction:N23

NCCs2 Interaction:N6

NCCs20 Interaction:N24

NCCs3 Interaction:N7

NCCs4 Interaction:N8NCCs5 Interaction:N9

NCCs6 Interaction:N10

NCCs7 Interaction:N11

NCCs8 Interaction:N12

NCCs9 Interaction:N13

NNos Interaction:U28

NNs1 Interaction:U5

NNs10 Interaction:U14

NNs11 Interaction:U15NNs12 Interaction:U16

NNs13 Interaction:U17

NNs14 Interaction:U18

NNs15 Interaction:U19

NNs16 Interaction:U20

Pcd Cal_Sheet:I109

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Pcdl Cal_Sheet:G109

Pce Cal_Sheet:M108

PhiMgnl Cal_Sheet:F189

PhiMgnr Cal_Sheet:I189

PhiMvPhiN Interaction:W4..X26

PhiPcd Cal_Sheet:I114

PhiPcdl Cal_Sheet:G114PhiPnmax Interaction:Y25..AA25

PhiPnt Interaction:Y4..AA4

PhiVc Cal_Sheet:D155

Phimgpl Cal_Sheet:F191

Phimgpr Cal_Sheet:I191

Phis1 Interaction:Y5..AA5

Phis10 Interaction:Y14..AA14

Phis11 Interaction:Y15..AA15

Phis12 Interaction:Y16..AA16

Phis13 Interaction:Y17..AA17

Phis14 Interaction:Y18..AA18

Phis15 Interaction:Y19..AA19

Phis16 Interaction:Y20..AA20

Phis17 Interaction:Y21..AA21

Phis18 Interaction:Y22..AA22

Phis19 Interaction:Y23..AA23

Phis2 Interaction:Y6..AA6Phis20 Interaction:Y24..AA24

Phis3 Interaction:Y7..AA7

Phis4 Interaction:Y8..AA8

Phis5 Interaction:Y9..AA9

Phis6 Interaction:Y10..AA10

Phis7 Interaction:Y11..AA11

Phis8 Interaction:Y12..AA12

Phis9 Interaction:Y13..AA13

Pnmax Interaction:U25Pno Interaction:U27

Pude Cal_Sheet:I123

Pudle Cal_Sheet:I121

Pudlmin Cal_Sheet:I122

Pudmin Cal Sheet:I124

W1l Cal_Sheet:E33

W1l C l Sh t T175 U175

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W1lr Cal_Sheet:T175..U175

W1r Cal_Sheet:E36

W 1u Cal_Sheet:E39

W 2b Cal_Sheet:E48

W2l Cal_Sheet:E42

W2r Cal_Sheet:E45

WRatio1 Cal_Sheet:E55WRatio2 Cal_Sheet:K55

W b1 Cal_Sheet:E164

Wb12 Cal_Sheet:V175..W175

W b2 Cal_Sheet:E165

Width Cal_Sheet:E18

X1l Cal_Sheet:E162

X1r Cal_Sheet:E163

Xst1 Cal_Sheet:T25

Xst2 Cal_Sheet:T26

_NBSTARTMA Macros:B1

e1Bal Interaction:D3

e1os Interaction:D28

e1s1 Interaction:D5

e1s10 Interaction:D14

e1s11 Interaction:D15

e1s12 Interaction:D16

e1s13 Interaction:D17e1s14 Interaction:D18

e1s15 Interaction:D19

e1s16 Interaction:D20

e1s17 Interaction:D21

e1s18 Interaction:D22

e1s19 Interaction:D23

e1s2 Interaction:D6

e1s20 Interaction:D24

e1s3 Interaction:D7e1s4 Interaction:D8

e1s5 Interaction:D9

e1s6 Interaction:D10

e1s7 Interaction:D11

e1s8 Interaction:D12

e2s8 Interaction:E12

e2s9 Interaction E13

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e2s9 Interaction:E13

e3Bal Interaction:F3

e3os Interaction:F28

e3s1 Interaction:F5

e3s10 Interaction:F14

e3s11 Interaction:F15

e3s12 Interaction:F16e3s13 Interaction:F17

e3s14 Interaction:F18

e3s15 Interaction:F19

e3s16 Interaction:F20

e3s17 Interaction:F21

e3s18 Interaction:F22

e3s19 Interaction:F23

e3s2 Interaction:F6

e3s20 Interaction:F24

e3s3 Interaction:F7

e3s4 Interaction:F8

e3s5 Interaction:F9

e3s6 Interaction:F10

e3s7 Interaction:F11

e3s8 Interaction:F12

e3s9 Interaction:F13

e4Bal Interaction:G3e4os Interaction:G28

e4s1 Interaction:G5

e4s10 Interaction:G14

e4s11 Interaction:G15

e4s12 Interaction:G16

e4s13 Interaction:G17

e4s14 Interaction:G18

e4s15 Interaction:G19

e4s16 Interaction:G20e4s17 Interaction:G21

e4s18 Interaction:G22

e4s19 Interaction:G23

e4s2 Interaction:G6

e4s20 Interaction:G24

e5s20 Interaction:H24

e5s3 Interaction:H7

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e5s3 Interaction:H7

e5s4 Interaction:H8

e5s5 Interaction:H9

e5s6 Interaction:H10

e5s7 Interaction:H11

e5s8 Interaction:H12

e5s9 Interaction:H13ey Cal_Sheet:H10

fc Cal_Sheet:E9

fy Cal_Sheet:E10

fyh Cal_Sheet:E11

mbalos Cal_Sheet:H137

s21 Data_Entry:B8

xl Cal_Sheet:T160..U160

xr Cal_Sheet:T161..U161

_NBSTART {EditGoto Data_Entry:A1..A1,0}

{SelectBlock Data Entry:C5 C5}

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{SelectBlock Data_Entry:C5..C5}

Current

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M-N Diagram4% Reo, 51MPa