steel member design with connection
TRANSCRIPT
JACOBS BABTIE
Office Hong Kong Job No2898
Job TitleKowloon Southern Link Contract No KDB400
CK
19-Apr-23
Section
Date
DESIGN OF SUPPORTING BEAM 203x133x25kg/m UB to BS5950 - 1990
'file:///tt/file_convert/55cf9909550346d0339b2b74/document.xls'#$supportbeam
Applied Moment and Axial Force
Applied Maxmium Axial Force, Unfactored = 2.0 kN in Compression (Tension/Compression ?)
Major Axis
Applied Maxmium Moment, Unfactored = 45.1 kNm
Applied Maximum Shear, Unfactored = 25.2 kN
Minor Axis
Applied Maximum Moment, Unfactored = 0.0 kNm
Applied Maximum Shear, Unfactored = 0.0 kN
Span Length(Major axis) = 7000 mm
Span Length(Minor axis) = 3500 mm
= 3500 mm
Eff. Lx Factor = 1.00 Hence, Lex = 7000 mm
Eff. Ly Factor = 1.00 Ley = 3500 mm
Section Properties fo203x133x25kg/m UB UB
Steel Grade 50 Py = 355
D = 203.2 mm Zx = 231.0 rx = 8.55 cm
B = 133.4 mm Zy = 46.3 ry = 3.10 cm
t = 5.8 mm Sx = 259.0
T = 7.8 mm Sy = 70.9 e = = 0.88
b = 66.7 mm Svx = 59.9 b/T = 8.6
d = 172.4 mm Ix = 2347 = 9.7 e <= 15e ==>emi-compact Section
Ag = 32.2 Iy = 309 d/t = 29.7
= 33.8 e <= 79e ==> Plastic Section
Design Ultimate Loads :
Design Axial Force, Fc = 1.4 x 2 = 2.8 kN
Design Moment, Mx = 1.4 x 45.1 = 63.1 kNm
Design Shear, Fvx = 1.4 x 25.2 = 35.3 kN
Design Moment, My = 1.0 x 0.0 = 0.0 kNm
Design Shear, Fvy = 1.0 x 0.0 = 0.0 kN
JABOBS BABTIE
Office Hong Kong Job No2898
CALCULATION SHEET(Form QP209/F1 Issue 4)
Page No Rev No
Originator Date
Revised by Date
Checker Date
Re-checked by
Length between bracing LLT
N/mm2
cm3
cm3
cm3
cm3 (275/Py)1/2
cm3
cm3
cm2 cm3
CALCULATION SHEET(Form QP209/F1 Issue 4)
Page No Rev No
Job TitleKowloon Southern Link Contract No KDB400
CK
Apr-23
Section0
Date
DESIGN OF SUPPORTING BEAM 203x133x25kg/m UB to BS5950 - 1990
'file:///tt/file_convert/55cf9909550346d0339b2b74/document.xls'#$supportbeam
Design Checking for Major Bending & Shear :
Checking for Shear:
Av = t x D = 5.8 x 203.2 = 1179
Shear Capacity, Pv = 0.6 Py Av
= 0.6 x 355 x 1179 / 1000 = 251 kN
>= 35.3 kN OK!
0.6 Pv = 0.6 x 251 = 151 kN
>= 35.3 kN ==> Low shear case
Checking for Bending Moment:
1.2 Py Zx = 1.2 x 355 x 231 / 1000 = 98.4 kNm
Py Zx = 355 x 231 / 1000 = 82.0 kNm
Moment Capacity, Mcx = Py Zx
= 82.0 kNm
>= 63.1 kNm OK!
Design Checking for Minor Bending & Shear :
Checking for Shear:
Av = 2T x B = 7.8 x 133 x 2 = 2081
Shear Capacity, Pv = 0.6 Py Av
= 0.6 x 355 x 2081 / 1000 = 443 kN
>= 0.0 kN OK!
0.6 Pv = 0.6 x 443 = 266 kN
>= 0.0 kN ==> Low shear case
Checking for Bending Moment:
1.2 Py Zy = 1.2 x 355 x 46 / 1000 = 19.7 kNm
Py Zy = 355 x 71 / 1000 = 25.2 kNm
Moment Capacity, Mcy = 1.2 Py Zy
= 19.7 kNm OK!
>= 0.0 kNm
JABOBS BABTIE
Office Hong Kong Job No2898
Job TitleKowloon Southern Link Contract No KDB400
CK
Apr-23
Section0
Date
Originator Date
Revised by Date
Checker Date
Re-checked by
mm2
mm2
CALCULATION SHEET(Form QP209/F1 Issue 4)
Page No Rev No
Originator Date
Revised by Date
Checker Date
Re-checked by
DESIGN OF SUPPORTING BEAM 203x133x25kg/m UB to BS5950 - 1990
'file:///tt/file_convert/55cf9909550346d0339b2b74/document.xls'#$supportbeam
Effective Length, Le = 3500 mm
l = Le / ry
= 3500 / 31 = 112.9
u = 0.9 ; n = 0.94 table 20 for load conditions
x = D / T
= 203.2 / 7.8 = 26.1
From Table 14,
= 112.9 / 26.1 = 4.33 Table 14
v
N = 0.5 for Equal Flanged Section 4.00 0.86
4.50 0.84
v = 0.85
From Table 11,
= 0.94 x 0.9 x 0.85 x 112.9 Table 11
= 80.87 py = 355
80 190.0
pb = 187.4 85 175.0
M = mMA
m = 1.00 From table 13 & 18
M = 1.00 x 63.1
= 63.1 kNm
Buckling Resistance, =
= 259.0 x 187.4 / 1000 = 48.5 kNm
< 63.1 kNm NG!
JABOBS BABTIE
Office Hong Kong Job No2898
Job TitleKowloon Southern Link Contract No KDB400
CK
Apr-23
Section0
Date
DESIGN OF SUPPORTING BEAM 203x133x25kg/m UB to BS5950 - 1990
'file:///tt/file_convert/55cf9909550346d0339b2b74/document.xls'#$supportbeam
Checking for Lateral Torsional Buckling : (No checking required for CHS)
l / x
l / x
lLT = n u v l
lLT
N/mm2
Mb Sx Pb
CALCULATION SHEET(Form QP209/F1 Issue 4)
Page No Rev No
Originator Date
Revised by Date
Checker Date
Re-checked by
Checking for Compression :
Lex = 7000 mm
Ley = 3500 mm
From Table 27(a) Table 27(a) Table 27(b)
Lex / rx = 7000 / 85.54 = 81.8 Lex/rx py = 355 Lex/ry py = 355
pcx = 228.6 80 235.0 80 211.0
82 228.0 82 205.0
From Table 27(b) Table 27(a) Table 27(b) Table 27(c)
Ley / ry = 3500 / 31 = 112.9 Lex/rx py = 355 Lex/ry py = 355 Lex/ry py = 355
pcy = 128.2 112 141.0 112 130.0 112 118.0
114 136.0 114 126.0 114 115.0
i.e. Pc = 128.2
Compression Resistance, Pc = Ag pc
= 32 x 128 / 10
= 413 kN
>= 3 kN OK!
Checking of Local Capacity:
Fc+
Mx+
My=
3+
63.1+
0
AgPy Mcx Mcy 1143 82 20
= 0.002 + 0.769 + 0.000 OK!
= 0.772 <= 1
Checking of Overall Capacity:
Fc+
mMx+
mMy=
3+
63.1+
0
AgPc Mb pyZy 413 48.5 16
= 0.007 + 1.300 + 0.000
= 1.307 > 1 NG!
JABOBS BABTIE
Office Hong Kong Job No2898
Job TitleKowloon Southern Link Contract No KDB400
CK
Apr-23
Section0
Date
DESIGN OF SUPPORTING BEAM 203x133x25kg/m UB to BS5950 - 1990
'file:///tt/file_convert/55cf9909550346d0339b2b74/document.xls'#$supportbeam
Deflection Checking
N/mm2
N/mm2
N/mm2
CALCULATION SHEET(Form QP209/F1 Issue 4)
Page No Rev No
Originator Date
Revised by Date
Checker Date
Re-checked by
Load Type = UDL
UDL = 7.2 kN/m ( unfactored )
PL = 7.2 kN ( unfactored )
Span Length = 7.00 m
Deflection Axis = major
= +384 EI 48 EI
= (5 x 7.2 x 7.000 4
+7.2 x 7.000 3
) x1E+09
384 x 205 x 2347 48 x 205 x 2347 1E+07
= 0.0575 m
= 57.478 mm
= 57.5 mm
Span Span Span
200 350 500
7000 7000 7000
200 350 500
35.0 mm 20.0 mm 14.0 mm
Therefore, Actual Deflection > Allowable Deflection Fail !
JABOBS BABTIE
Office Hong Kong Job No2898
Job TitleKowloon Southern Link Contract No KDB400
CK
Apr-23
Section0
Date
DESIGN OF CONNECTION to BS5950 - 1990
'file:///tt/file_convert/55cf9909550346d0339b2b74/document.xls'#$supportbeam
Connection Design for Option B
133.4 mm 203x133x25kg/m UB
edge distance : 1.25D = 20 < 45 < 97 OK!
mm
mm bolt spacing : 2.5D = 40 < 130 < 140 OK!
22
0
20
3.2
Actual Deflection
5 q L4 PL3
AllowableDeflection
CALCULATION SHEET(Form QP209/F1 Issue 4)
Page No Rev No
Originator Date
Revised by Date
Checker Date
Re-checked by
11te =
14t =
22
0
20
3.2
6 mm fillet weld with 150 mm
150 mm
factored shear = 10.08 x 7 / 2 = 35.3 kN
factored moment = 10.08 x 7 x 7 / 24 = 20.6 kNm
Bolt Diameter = 16 mm
Bolt Grade = gr 4.6
Thickness of the end plate = 10 mm
Grade of the end plate = gr 50
1. Check Shear Capacity
=
= 160 x 157
= 25.1 kN
Total = 25.1 x 4 = 100.48 kN > 35.3 kN OK!
2. Check Bearing Capacity of bolt group
=
= 16 x 10 x 460
= 73.6 kN
Total = 73.6 x 4 = 294.4 kN > 35.3 kN OK!
3. Check Bearing Capacity of the end plate
= 16 x 10 x 550 = 88.0 kN
& = 1/2 x 45 x 10 x 550 = 123.8 kN
= <=
= 88.0 < 123.8 kN OK!
& = > 35.3 kN OK!
JABOBS BABTIE
Office Hong Kong Job No2898
Job TitleKowloon Southern Link Contract No KDB400
CK
Apr-23
Section0
Date
DESIGN OF BOLT CONNECTION to BS5950 - 1990
'file:///tt/file_convert/55cf9909550346d0339b2b74/document.xls'#$supportbeam
4. Check Tension Capacity of bolt group
max bolt tension =20.6 x 130
2 x 130
= 10.3 kN
=
= 195 x 157 / 1000
= 30.6 kN > 10.3 kN OK!
5. Check Combined Shear and Tension of bolt
Ps psAs
Ps
Pbb d t Pbb
Pbb
d t pbs
1/2 ( etpbs )
Pbs d t pbs 1/2 ( etpbs )
Pbs d t Pbs
CALCULATION SHEET(Form QP209/F1 Issue 4)
Page No Rev No
Originator Date
Revised by Date
Checker Date
Re-checked by
Pt ptAt
=35.3
= 0.35 < 1 & =10.3
= 0.34 < 1100.48 30.6
+ = 0.35 + 0.34
= 0.69 <= 1.4 OK!
6. Check Fillet Welds Capacity Connecting End Plate to Supporting Beam
Use 6 mm fillet welds
Weld Length = 2 ( 150 - 2 x 6 ) = 276 mm > 4s OK!
Moment of inertia = 133.4 x 203.2 2 / 2 + 150 3 / 6 = 3316559
Direct Shear = 35.3 / 276 = 0.1278 kN/mm
Load due to Moment = 20580 x 203.2 / ( 2 x 3316559 ) = 0.6305 kN/mm
Resultant Load = ( 0.1278 2 + 0.6305 2 ) 0.5 = 0.6433 kN/mm
= 215
a = 0.7 x Leg length = 0.7 x 6
Strength of the weld =
= 4.2 x 215 / 1000
= 0.903 kN/mm
> 0.643 kN/mm OK!
JABOBS BABTIE
Office Hong Kong Job No2898
Job TitleKowloon Southern Link Contract No KDB400
CK
Apr-23
Section0
Date
DESIGN OF BOLT CONNECTION to BS5950 - 1990
'file:///tt/file_convert/55cf9909550346d0339b2b74/document.xls'#$supportbeam
4. Check Fillet Welds Capacity Connecting End Plate to Supporting Beam
Use 4 mm fillet welds
Weld Length = 2 ( 150 - 2 x 4 ) = 284 mm > 4s OK!
Moment of inertia = 0 x 0 2 / 2 + 150 3 / 6 = 562500
Direct Shear = 35.3 / 284 = 0.1242 kN/mm
Load due to Moment = 20.6 x 0 / ( 2 x 562500 ) = 0 kN/mm
Resultant Load = ( 0.1242 2 + 0 2 ) 0.5 = 0.1242 kN/mm
= 215
a = 0.7 x Leg length = 0.7 x 4
Strength of the weld =
= 2.8 x 215 / 1000
= 0.602 kN/m
Fs Ft
Ps Pt
Fs Ft
Ps Pt
mm4/mm
Pw N/mm2
a Pw
CALCULATION SHEET(Form QP209/F1 Issue 4)
Page No Rev No
Originator Date
Revised by Date
Checker Date
Re-checked by
mm4/mm
Pw N/mm2
a Pw
Steel Member Table
Page 17
Standard Steel Table
2 3 4 5 6 7 8 9 10 11 12 13
Size
914x419x388kg/m UB 920.5 420.5 21.5 36.6 24.1 799.0 38.1 9.58 15616.0 2160.0 494.5 17670
914x419x343kg/m UB 911.4 418.5 19.4 32.0 24.1 799.0 37.8 9.46 13722.0 1871.0 437.5 15470
914x305x289kg/m UB 926.6 307.8 19.6 32.0 19.1 824.4 37.0 6.51 10891.0 1014.0 368.8 12590
914x305x253kg/m UB 918.5 305.5 17.3 27.9 19.1 824.4 36.8 6.42 9507.0 871.9 322.8 10940
914x305x224kg/m UB 910.3 304.1 15.9 23.9 19.1 824.4 36.3 6.27 8259.0 738.1 285.3 9533
914x305x201kg/m UB 903.0 303.4 15.2 20.2 19.1 824.4 35.6 6.06 7210.0 621.4 256.4 8372
838x292x226kg/m UB 850.9 293.8 16.1 26.8 17.8 761.7 34.3 6.27 7986.0 772.9 288.7 9155
838x292x194kg/m UB 840.7 292.4 14.7 21.7 17.8 761.7 33.6 6.06 6648.0 620.4 247.2 7640
838x292x176kg/m UB 834.9 291.6 14.0 18.8 17.8 761.7 33.1 5.90 5894.0 534.4 224.1 6806
762x267x197kg/m UB 769.6 268.0 15.6 25.4 16.5 685.8 30.9 5.71 6234.0 610.0 250.8 7164
762x267x173kg/m UB 762.0 266.7 14.3 21.6 16.5 685.8 30.5 5.57 5385.0 513.4 220.5 6195
762x267x147kg/m UB 753.9 265.3 12.9 17.5 16.5 685.8 30.0 5.39 4483.0 412.3 188.1 5169
762x267x134kg/m UB 750.0 264.4 12.0 15.5 16.5 686.0 29.7 5.30 4018.0 362.0 171.0 4644
686X254X170kg/m UB 692.9 255.8 14.5 23.7 15.2 615.0 28.0 5.53 4911.0 517.7 216.6 5631
686X254X152kg/m UB 687.6 254.5 13.2 21.0 15.2 615.0 27.8 5.46 4372.0 454.5 193.8 5001
686X254X140kg/m UB 683.5 253.7 12.4 19.0 15.2 615.0 27.6 5.38 3988.0 408.2 178.6 4558
686X254X125kg/m UB 677.9 253.0 11.7 16.2 15.2 615.0 27.2 5.24 3481.0 346.1 159.6 3994
610x305x238kg/m UB 635.8 311.4 18.4 31.4 16.5 540.0 26.3 7.23 6589.0 1017.0 303.0 7486
610x305x179kg/m UB 617.5 307.0 14.1 23.6 16.5 537.2 25.8 7.08 4911.0 743.3 227.9 5515
610x305x149kg/m UB 609.6 304.8 11.9 19.7 16.5 537.2 25.6 6.99 4090.0 610.3 190.1 4575
610x229x140kg/m UB 617.0 230.1 13.1 22.1 12.7 547.2 25.0 5.03 3626.0 392.1 178.4 4139
610x229x125kg/m UB 611.9 229.0 11.9 19.6 12.7 547.2 24.9 4.96 3222.0 343.5 159.6 3673
610x229x113kg/m UB 607.3 228.2 11.2 17.3 12.7 547.2 24.6 4.88 2879.0 301.4 144.5 3287
610x229x101kg/m UB 602.2 227.6 10.6 14.8 12.7 547.2 24.2 4.75 2515.0 255.9 129.2 2887
533x210x122kg/m UB 544.6 211.9 12.8 21.3 12.7 476.5 22.1 4.67 2799.0 320.2 155.8 3203
533x210x109kg/m UB 539.5 210.7 11.6 18.8 12.7 476.5 21.9 4.60 2474.0 278.8 138.6 2827
533x210x101kg/m UB 536.7 210.1 10.9 17.4 12.7 476.5 21.8 4.56 2298.0 256.6 129.3 2619
533x210x92kg/m UB 533.1 209.3 10.2 15.6 12.7 476.5 21.7 4.51 2076.0 228.6 117.8 2366
533x210x82kg/m UB 528.3 208.7 9.6 13.2 12.7 476.5 21.3 4.38 1798.0 192.2 104.4 2058
457x191x98kg/m UB 467.4 192.8 11.4 19.6 10.2 407.9 19.1 4.33 1956.0 243.0 125.3 2234
457x191x89kg/m UB 463.6 192.0 10.6 17.7 10.2 407.9 19.0 4.28 1770.0 217.4 113.9 2020
457x191x82kg/m UB 460.2 191.3 9.9 16.0 10.2 407.9 18.8 4.23 1612.0 195.6 104.5 1832
457X191X74kg/m UB 457.2 190.5 9.1 14.5 10.2 407.9 18.7 4.19 1461.0 175.5 95.0 1659
457X191X67kg/m UB 453.6 189.9 8.5 12.7 10.2 407.9 18.5 4.12 1296.0 152.9 85.4 1472
457x152x82kg/m UB 465.1 153.5 10.7 18.9 10.2 406.9 18.6 3.31 1557.0 149.0 104.5 1802
457x152x74kg/m UB 461.3 152.7 9.9 17.0 10.2 406.9 18.5 3.26 1406.0 132.5 95.0 1624
D(mm)
B(mm)
t(mm)
T(mm)
r(mm)
d(mm)
rxx(cm)
ryy(cm)
Zxx(cm3)
Zyy(cm3)
Area(cm2)
Sxx(cm3)
Steel Member Table
Page 18
Standard Steel Table
2 3 4 5 6 7 8 9 10 11 12 13
SizeD
(mm)B
(mm)t
(mm)T
(mm)r
(mm)d
(mm)rxx
(cm)ryy
(cm)Zxx
(cm3)Zyy
(cm3)Area(cm2)
Sxx(cm3)
457x152x67kg/m UB 457.2 151.9 9.1 15.0 10.2 406.9 18.3 3.21 1250.0 115.5 85.4 1442
457x152x60kg/m UB 454.7 152.9 8.0 13.3 10.2 407.7 18.3 3.23 1120.0 103.9 75.9 1283
457x152x52kg/m UB 449.8 152.4 7.6 10.9 10.2 407.7 17.9 3.11 949.0 84.6 66.5 1096
406x178x74kg/m UB 412.8 179.7 9.7 16.0 10.2 360.5 17.0 4.03 1324.0 172.0 95.0 1509
406x178x67kg/m UB 409.4 178.8 8.8 14.3 10.2 360.5 16.9 4.00 1188.0 152.7 85.5 1346
406x178x60kg/m UB 406.4 177.8 7.8 12.8 10.2 360.5 16.8 3.97 1058.0 134.8 76.0 1195
406x178x54kg/m UB 402.6 177.6 7.6 10.9 10.2 360.5 16.5 3.85 925.3 114.5 68.4 1051
406x140x46kg/m UB 402.3 142.4 6.9 11.2 10.2 359.6 16.3 3.02 777.8 75.7 59.0 889
406x140x39kg/m UB 397.3 141.8 6.3 8.6 10.2 359.6 15.9 2.89 626.9 58.0 49.4 718
356x171x67kg/m UB 364.0 173.2 9.1 15.7 10.2 312.2 15.1 3.99 1073.0 157.0 85.5 1213
356x171x57kg/m UB 358.6 172.1 8.0 13.0 10.2 312.2 14.9 3.91 896.0 129.0 72.2 1009
356x171x51kg/m UB 355.6 171.5 7.3 11.5 10.2 312.2 14.8 3.87 796.0 113.0 64.6 895
356x171x45kg/m UB 352.0 171.0 6.9 9.7 10.2 312.2 14.6 3.77 686.0 94.7 57.0 773
356x127x39kg/m UB 352.8 126.0 6.5 10.7 10.2 311.0 14.3 2.69 573.0 56.8 49.4 654
356x127x33kg/m UB 348.5 125.4 5.9 8.5 10.2 311.1 14.0 2.59 470.0 44.7 41.8 539
305x165x54kg/m UB 310.9 166.8 7.7 13.7 8.9 265.7 13.1 3.94 752.0 127.0 68.2 843
305x165x46kg/m UB 307.1 165.7 6.7 11.8 8.9 265.7 13.0 3.90 647.0 108.0 58.8 722
305x165x40kg/m UB 303.8 165.1 6.1 10.3 8.9 265.6 12.9 3.85 563.0 92.8 51.6 626
305x127x48kg/m UB 310.4 125.2 8.9 14.0 8.9 264.6 12.5 2.75 613.0 73.5 60.9 706
305x127x42kg/m UB 306.6 124.3 8.0 12.1 8.9 264.6 12.4 2.70 532.0 62.6 53.4 612
305x127x37kg/m UB 303.8 123.5 7.2 10.7 8.9 264.6 12.3 2.67 471.0 54.6 47.4 540
305x102x33kg/m UB 132.7 102.4 6.6 10.8 7.6 275.9 12.5 2.15 416.0 37.9 41.8 481
305x102x28kg/m UB 308.9 101.9 6.1 8.9 7.6 275.9 12.2 2.08 352.0 30.9 36.4 408
305x102x25kg/m UB 304.8 101.6 5.8 6.8 7.6 276.0 11.8 1.96 286.0 23.5 31.2 336
254x146x43kg/m UB 259.6 147.3 7.3 12.7 7.6 219.0 10.9 3.51 505.0 92.0 55.0 568
254x146x37kg/m UB 256.0 146.4 6.4 10.9 7.6 219.0 10.8 3.47 433.0 78.0 47.4 485
254x146x31kg/m UB 251.5 146.1 6.1 8.6 7.6 219.1 10.5 3.35 352.0 61.3 39.9 395
254x102x28kg/m UB 260.4 102.1 6.4 10.0 7.6 225.2 10.5 2.21 308.0 34.9 36.3 354
254x102x25kg/m UB 257.0 101.9 6.1 8.4 7.6 225.0 10.3 2.15 266.0 29.2 32.3 307
254x102x22kg/m UB 254.0 101.6 5.8 6.8 7.6 225.2 10.0 2.06 225.0 23.5 28.3 260
203x133x30kg/m UB 206.8 133.8 6.3 9.6 7.6 172.4 8.7 3.18 279.0 57.4 38.0 313
203x133x25kg/m UB 203.2 133.4 5.8 7.8 7.6 172.4 8.6 3.10 231.0 46.3 32.2 259
203x102x23kg/m UB 203.2 101.6 5.2 9.3 7.6 169.4 8.5 2.37 206.0 32.1 29.0 232
178x102x19kg/m UB 177.8 101.6 4.7 7.9 7.6 146.8 7.5 2.39 153.0 27.2 24.2 171
152x89x16kg/m UB 152.4 88.9 4.6 7.7 7.6 121.8 6.4 2.10 110.0 20.3 20.5 124
127x76x13kg/m UB 127.0 76.2 4.2 7.6 7.6 96.6 5.4 1.84 74.6 14.7 16.5 85
Steel Member Table
Page 19
Standard Steel Table
2 3 4 5 6 7 8 9 10 11 12 13
SizeD
(mm)B
(mm)t
(mm)T
(mm)r
(mm)d
(mm)rxx
(cm)ryy
(cm)Zxx
(cm3)Zyy
(cm3)Area(cm2)
Sxx(cm3)
127x76x16kg/m Joist 127.0 76.2 5.6 9.6 86.5 5.21 1.70 90.0 16.0 21.1 104
356x406x634kg/m UC 474.7 424.1 47.6 77.0 15.2 290.1 18.50 11.00 11592.0 4632.0 808.1 14240
356x406x551kg/m UC 455.7 418.5 42.0 67.5 15.2 290.1 18.00 10.90 9964.0 3951.0 701.8 12080
356x406x467kg/m UC 436.6 412.4 35.9 58.0 15.2 290.1 17.50 10.70 8388.0 3293.0 595.5 10010
356x406x393kg/m UC 419.1 407.0 30.6 49.2 15.2 290.1 17.10 10.50 7004.0 2723.0 500.9 8225
356x406x340kg/m UC 406.4 403.0 26.5 42.9 15.2 290.1 16.80 10.40 6027.0 2324.0 432.7 6997
356x406x287kg/m UC 393.7 399.0 22.6 36.5 15.2 290.1 16.50 10.30 5080.0 1940.0 366.0 5814
356x406x235kg/m UC 381.0 395.0 18.5 30.2 15.2 290.1 16.20 10.20 4153.0 1570.0 299.8 4691
356x368x202kg/m UC 374.7 374.4 16.8 27.0 15.2 290.1 16.00 9.57 3540.0 1262.0 257.9 3978
356x368x177kg/m UC 368.3 372.1 14.5 23.8 15.2 290.1 15.90 9.52 3104.0 1100.0 225.7 3455
356x368x153kg/m UC 362.0 370.2 12.6 20.7 15.2 290.1 15.80 9.46 2681.0 943.8 195.2 2970
356x368x129kg/m UC 355.6 368.3 10.7 17.5 15.2 290.1 15.60 9.39 2264.0 790.4 164.9 2485
305x305x283kg/m UC 365.3 321.8 26.9 44.1 15.2 246.7 14.80 8.25 4314.0 1525.0 360.4 5101
305x305x240kg/m UC 352.6 317.9 23.0 37.7 15.2 246.7 14.50 8.14 3641.0 1273.0 305.6 4243
305x305x198kg/m UC 339.9 314.5 19.1 31.4 15.2 246.7 14.20 8.04 2995.0 1037.0 252.0 3440
305x305x158kg/m UC 327.2 310.6 15.7 25.0 15.2 246.7 13.90 7.89 2368.0 806.3 201.2 2675
305x305x137kg/m UC 320.5 308.7 13.8 21.7 15.2 246.7 13.70 7.82 2049.0 691.4 174.6 2293
305x305x118kg/m UC 314.5 306.8 11.9 18.7 15.2 246.7 13.60 7.75 1755.0 587.0 149.8 1952
305x305x97kg/m UC 307.9 305.3 9.9 15.4 15.2 246.7 13.40 7.69 1445.0 479.0 123.0 1592
254x254x167kg/m UC 289.1 265.2 19.2 31.7 12.7 200.3 11.90 6.81 2075.0 744.0 213.0 2424
254x254x132kg/m UC 276.4 261.0 15.6 25.3 12.7 200.2 11.60 6.68 1634.0 576.2 168.9 1872
254x254x107kg/m UC 266.7 258.3 13.0 20.5 12.7 200.2 11.30 6.57 1313.0 456.9 136.6 1484
254x254x89kg/m UC 260.4 255.9 10.5 17.3 12.7 200.2 11.20 6.52 1099.0 378.0 114.0 1225
254x254x73kg/m UC 254.0 254.0 8.6 14.2 12.7 200.2 11.10 6.46 894.5 305.0 92.9 990
203x203x86kg/m UC 222.3 208.8 13.0 20.5 10.2 160.8 9.27 5.32 851.5 298.7 110.1 979
203x203x71kg/m UC 215.9 206.2 10.3 17.3 10.2 160.8 9.16 5.28 708.4 246.0 91.1 801
203x203x60kg/m UC 209.6 205.2 9.3 14.2 10.2 160.8 8.96 5.19 581.1 199.0 75.8 654
203x203x52kg/m UC 206.2 203.9 8.0 12.5 10.2 160.8 8.90 5.16 510.4 173.6 66.4 567
203x203x46kg/m UC 203.2 203.2 7.3 11.0 10.2 160.8 8.81 5.11 449.2 151.5 58.8 497
152x152x37kg/m UC 161.8 154.4 8.1 11.5 7.6 123.4 6.84 3.87 274.2 91.8 47.4 309
Steel Member Table
Page 20
Standard Steel Table
2 3 4 5 6 7 8 9 10 11 12 13
SizeD
(mm)B
(mm)t
(mm)T
(mm)r
(mm)d
(mm)rxx
(cm)ryy
(cm)Zxx
(cm3)Zyy
(cm3)Area(cm2)
Sxx(cm3)
152x152x30kg/m UC 157.5 152.9 6.6 9.4 7.6 123.4 6.75 3.82 221.2 73.1 38.2 248
152x152x23kg/m UC 152.4 152.4 6.1 6.8 7.6 123.4 6.51 3.68 165.7 53.0 29.8 184
305x305x223kg/m UC 337.9 325.7 30.3 30.4 15.2 246.7 13.60 7.87 3119.0 1079.0 284.0 3653
100x100x17.2kg/m UC 100.0 100.0 6.0 8.0 64.0 4.18 2.47 76.5 26.7 21.9 84.2
125x125x23.8kg/m UC 125.0 125.0 6.5 9.0 87.0 5.29 3.11 136.0 47.0 30.3 149.1
150x150x31.1kg/m UC 150.0 150.0 7.0 10.0 108.0 6.40 3.77 218.0 75.1 39.7 239.6
150x150x31.5kg/m UC 150.0 150.0 7.0 10.0 108.0 6.39 3.75 219.0 75.1 40.1 239.6
175x175x40.4kg/m UC 175.0 175.0 7.5 11.0 127.0 7.50 4.37 331.0 112.0 51.4 359.6
200x200x49.9kg/m UC 200.0 200.0 8.0 12.0 150.0 8.62 5.02 472.0 160.0 63.5 513.2
200x200x56.2kg/m UC 200.0 204.0 12.0 12.0 150.0 8.35 4.88 498.0 167.0 71.5 553.2
200x200x65.7kg/m UC 208.0 202.0 10.0 16.0 150.0 8.83 5.13 628.0 218.0 83.7 698.0
250x250x64.4kg/m UC 244.0 252.0 11.0 11.0 190.0 10.30 5.98 720.0 233.0 82.1 781.4
250x250x66.5kg/m UC 248.0 249.0 8.0 13.0 190.0 10.80 6.29 801.0 269.0 84.7 859.3
250x250x71.8kg/m UC 250.0 250.0 9.0 14.0 190.0 10.80 6.32 860.0 292.0 91.4 936.9
250x250x72.4kg/m UC 250.0 250.0 9.0 14.0 190.0 10.80 6.29 867.0 292.0 92.2 936.9
250x250x82.2kg/m UC 250.0 255.0 14.0 14.0 190.0 10.50 6.09 919.0 304.0 104.7 1015.0
300x300x84.5kg/m UC 294.0 302.0 12.0 12.0 234.0 12.50 7.16 1150.0 365.0 107.7 1240.7
300x300x87.0kg/m UC 298.0 299.0 9.0 14.0 234.0 13.00 7.50 1270.0 417.0 110.8 1352.8
300x300x93kg/m UC 300.0 300.0 10.0 15.0 244.0 13.10 7.55 1350.0 450.0 118.4 1464.8
300x300x94.0kg/m UC 300.0 300.0 10.0 15.0 234.0 13.10 7.51 1360.0 450.0 119.8 1464.8
300x300x106kg/m UC 300.0 305.0 15.0 15.0 234.0 12.60 7.26 1440.0 466.0 134.8 1577.3
300x300x106kg/m UC 304.0 301.0 11.0 17.0 234.0 13.20 7.57 1540.0 514.0 134.8 1669.1
300x300x130kg/m UC 310.0 305.0 15.0 20.0 234.0 13.20 7.60 1810.0 620.0 165.3 2042.4
300x300x142kg/m UC 310.0 310.0 20.0 20.0 234.0 12.80 7.50 1890.0 642.0 180.8 2162.5
350x350x115kg/m UC 344.0 348.0 10.0 16.0 272.0 15.10 8.78 1940.0 646.0 146.0 2069.7
350x350x131kg/m UC 344.0 354.0 16.0 16.0 272.0 14.60 8.43 2050.0 669.0 166.6 2247.2
350x350x135kg/m UC 350.0 350.0 12.0 19.0 286.0 15.20 8.89 2280.0 776.0 171.9 2493.2
350x350x137kg/m UC 350.0 350.0 12.0 19.0 286.0 15.20 8.84 2300.0 776.0 173.9 2493.2
350x350x156kg/m UC 350.0 357.0 19.0 19.0 272.0 14.70 8.53 2450.0 809.0 191.4 2707.6
400x400x140kg/m UC 388.0 402.0 15.0 15.0 314.0 16.60 9.54 2520.0 809.0 178.5 2729.8
400x400x147kg/m UC 394.0 398.0 11.0 18.0 314.0 17.30 10.10 2850.0 951.0 186.8 3046.1
400x400x168kg/m UC 394.0 405.0 18.0 18.0 314.0 16.70 9.65 3030.0 985.0 214.4 3317.8
400x400x172kg/m UC 400.0 400.0 13.0 21.0 314.0 17.50 10.10 3330.0 1120.0 218.7 3600.1
400x400x197kg/m UC 400.0 408.0 21.0 21.0 314.0 16.80 9.75 3540.0 1170.0 250.7 3920.1
400x400x200kg/m UC 406.0 403.0 16.0 24.0 314.0 17.50 10.10 3840.0 1300.0 254.9 4207.4
Steel Member Table
Page 21
Standard Steel Table
2 3 4 5 6 7 8 9 10 11 12 13
SizeD
(mm)B
(mm)t
(mm)T
(mm)r
(mm)d
(mm)rxx
(cm)ryy
(cm)Zxx
(cm3)Zyy
(cm3)Area(cm2)
Sxx(cm3)
400x400x232kg/m UC 414.0 405.0 18.0 28.0 314.0 17.70 10.20 4480.0 1530.0 295.4 4954.0
400x400x283kg/m UC 428.0 407.0 20.0 35.0 314.0 18.20 10.40 5570.0 1930.0 360.7 6239.1
400x400x415kg/m UC 458.0 417.0 30.0 50.0 314.0 18.80 10.70 8170.0 2900.0 528.6 9468.0
400x400x605kg/m UC 498.0 432.0 45.0 70.0 314.0 19.70 11.10 13000.0 4370.0 770.1 14384.6
150x75x14.0kg/m UB 150.0 75.0 5.0 7.0 120.0 6.11 1.66 88.8 13.2 17.9 98.2
150x100x21.1kg/m UB 148.0 100.0 6.0 9.0 108.0 6.17 2.37 138.0 30.1 26.8 150.5
200x100x18.2kg/m UB 198.0 99.0 4.5 7.0 162.0 8.26 2.21 160.0 23.0 23.2 170.5
200x100x21.3kg/m UB 200.0 100.0 5.5 8.0 162.0 8.24 2.22 184.0 26.8 27.2 200.2
200x150x30.6kg/m UB 194.0 150.0 6.0 9.0 150.0 8.30 3.61 277.0 67.6 39.0 296.2
250x125x25.7kg/m UB 248.0 124.0 5.0 8.0 208.0 10.40 2.79 285.0 41.1 32.7 305.4
250x125x29.6kg/m UB 250.0 125.0 6.0 9.0 208.0 10.40 2.79 324.0 47.0 37.7 351.9
250x175x43.6kg/m UB 244.0 175.0 7.0 11.0 190.0 10.40 4.21 495.0 112.0 55.5 534.8
250x175x44.1kg/m UB 244.0 175.0 7.0 11.0 190.0 10.40 4.18 502.0 113.0 56.2 534.8
300x150x32.0kg/m UB 298.0 149.0 5.5 8.0 256.0 12.40 3.29 424.0 59.3 40.8 455.0
300x150x36.7kg/m UB 300.0 150.0 6.5 9.0 256.0 12.40 3.29 481.0 67.7 46.8 522.1
300x200x55.8kg/m UB 294.0 200.0 8.0 12.0 234.0 12.50 4.75 756.0 160.0 71.1 822.6
300x200x56.8kg/m UB 294.0 200.0 8.0 12.0 234.0 12.50 4.71 771.0 160.0 72.4 822.6
300x200x65.4kg/m UB 298.0 201.0 9.0 14.0 234.0 12.60 4.77 893.0 189.0 83.4 963.2
350x175x41.4kg/m UB 346.0 174.0 6.0 9.0 300.0 14.50 3.88 641.0 91.0 52.7 689.1
350x175x49.4kg/m UB 350.0 175.0 7.0 11.0 300.0 14.60 3.96 771.0 112.0 62.9 840.8
350x175x49.6kg/m UB 350.0 175.0 7.0 11.0 300.0 14.70 3.95 775.0 112.0 63.1 840.8
350x175x57.8kg/m UB 354.0 176.0 8.0 13.0 300.0 14.80 4.01 909.0 134.0 73.7 995.4
350x250x69.2kg/m UB 336.0 249.0 8.0 12.0 272.0 14.50 5.92 1100.0 248.0 88.2 1162.8
350x250x78.1kg/m UB 340.0 250.0 9.0 14.0 272.0 14.60 6.05 1250.0 292.0 99.5 1360.0
350x250x79.7kg/m UB 340.0 250.0 9.0 14.0 272.0 14.60 6.00 1280.0 292.0 101.5 1360.0
400x200x56.6kg/m UB 396.0 199.0 7.0 11.0 342.0 16.70 4.48 1010.0 145.0 72.2 1087.5
400x200x65.4kg/m UB 400.0 200.0 8.0 13.0 342.0 16.80 4.56 1170.0 174.0 83.4 1286.0
400x200x66.0kg/m UB 400.0 200.0 8.0 13.0 342.0 16.80 4.45 1190.0 174.0 84.1 1286.0
400x200x75.5kg/m UB 404.0 201.0 9.0 15.0 342.0 16.90 4.60 1360.0 202.0 96.2 1487.6
400x300x94.3kg/m UB 386.0 299.0 9.0 14.0 314.0 16.70 7.81 1740.0 418.0 120.1 1845.6
400x300x105kg/m UB 390.0 300.0 10.0 16.0 314.0 16.90 7.35 1940.0 480.0 133.2 2115.6
400x300x107kg/m UB 390.0 300.0 10.0 16.0 314.0 16.90 7.28 1980.0 481.0 136.0 2115.6
450x200x66.2kg/m UB 446.0 199.0 8.0 12.0 386.0 18.50 4.33 1290.0 159.0 84.3 1392.6
450x200x74.9kg/m UB 450.0 200.0 9.0 14.0 386.0 18.60 4.43 1480.0 187.0 95.4 1621.5
450x200x76.0kg/m UB 450.0 200.0 9.0 14.0 386.0 18.60 4.40 1490.0 187.0 96.8 1621.5
450x300x106kg/m UB 434.0 299.0 10.0 15.0 356.0 18.60 7.04 2160.0 185.0 101.3 2287.3
Steel Member Table
Page 22
Standard Steel Table
2 3 4 5 6 7 8 9 10 11 12 13
SizeD
(mm)B
(mm)t
(mm)T
(mm)r
(mm)d
(mm)rxx
(cm)ryy
(cm)Zxx
(cm3)Zyy
(cm3)Area(cm2)
Sxx(cm3)
450X300X121kg/m UB 440.0 300.0 11.0 18.0 356.0 18.90 7.26 2490.0 540.0 153.9 2727.6
450x300x124kg/m UB 440.0 300.0 11.0 18.0 356.0 18.90 7.18 2550.0 541.0 157.4 2727.6
500x200x79.5kg/m UB 496.0 199.0 9.0 14.0 428.0 20.30 4.27 1690.0 185.0 101.3 1835.7
500X200X88.2kg/m UB 500.0 200.0 10.0 16.0 428.0 20.40 4.36 1870.0 214.0 112.2 2096.4
500x200x89.6kg/m UB 500.0 200.0 10.0 16.0 428.0 20.50 4.33 1910.0 214.0 114.2 2096.4
500x200x103kg/m UB 506.0 201.0 11.0 19.0 428.0 20.70 4.43 2230.0 257.0 131.3 2462.2
500x300x114kg/m UB 482.0 300.0 11.0 15.0 400.0 20.30 4.27 1690.0 185.0 101.3 2663.3
500X300X125kg/m UB 488.0 300.0 11.0 18.0 400.0 20.80 7.14 2820.0 540.0 159.2 3099.8
500x300x128kg/m UB 488.0 300.0 11.0 18.0 400.0 20.80 7.04 2910.0 541.0 163.5 3099.8
600x200x94.6kg/m UB 596.0 199.0 10.0 15.0 522.0 23.90 4.05 2310.0 199.0 120.5 2535.2
600X200X103kg/m UB 600.0 200.0 11.0 17.0 522.0 24.00 4.16 2520.0 227.0 131.7 2863.2
600x200x106kg/m UB 600.0 200.0 11.0 17.0 522.0 24.00 4.12 2590.0 228.0 134.4 2863.2
600X200X120kg/m UB 606.0 201.0 12.0 20.0 522.0 24.30 4.22 2980.0 271.0 152.5 3316.8
600x200x134kg/m UB 612.0 202.0 13.0 23.0 522.0 24.60 4.31 3380.0 314.0 170.7 3777.7
600x300x137kg/m UB 582.0 300.0 12.0 17.0 492.0 24.30 6.63 3530.0 511.0 174.5 3782.4
600X300X147kg/m UB 588.0 300.0 12.0 20.0 492.0 24.70 6.94 3890.0 601.0 187.2 4308.9
600x300x151kg/m UB 588.0 300.0 12.0 20.0 492.0 24.80 6.85 4020.0 601.0 192.5 4308.9
600x300x175kg/m UB 594.0 302.0 14.0 23.0 492.0 24.90 6.90 4620.0 701.0 222.4 5017.2
700X300X166kg/m UB 692.0 300.0 13.0 20.0 596.0 28.60 6.53 4980.0 602.0 211.5 5413.6
700X300X182kg/m UB 700.0 300.0 13.0 24.0 596.0 29.20 6.83 5640.0 721.0 231.5 6248.8
700x300x185kg/m UB 700.0 300.0 13.0 24.0 596.0 29.30 6.78 5760.0 722.0 235.5 6248.8
700x300x215kg/m UB 708.0 302.0 15.0 28.0 596.0 29.40 6.86 6700.0 853.0 273.6 7344.2
800X300X207kg/m UB 800.0 300.0 14.0 26.0 712.0 33.00 6.67 7160.0 781.0 263.5 7995.5
900X300X210kg/m UB 890.0 299.0 15.0 23.0 808.0 35.60 6.20 7610.0 687.0 266.9 8633.6
900X300X240kg/m UB 900.0 300.0 16.0 28.0 808.0 36.40 6.43 8990.0 842.0 305.8 10174.1
900X300X283kg/m UB 912.0 302.0 18.0 34.0 808.0 36.90 6.59 10800.0 1040.0 360.1 12220.8
900X300X304kg/m UB 918.0 303.0 19.0 37.0 808.0 37.20 6.67 11700.0 1140.0 387.4 13260.5
432x102x65kg/m [ 431.8 101.6 12.2 16.8 362.4 16.00 2.74 991.1 80.1 83.5 1205
381x102x55kg/m [ 381.0 101.6 10.4 16.3 312.6 14.60 2.87 781.0 75.7 70.1 931
305x102x46kg/m [ 304.8 101.6 10.2 14.8 239.3 11.80 2.91 539.0 66.5 58.9 638
305x89x42kg/m [ 304.8 88.9 10.2 13.7 245.4 11.50 2.47 464.0 48.6 53.3 559
254x89x36kg/m [ 254.0 88.9 9.1 13.6 194.7 9.89 2.58 350.0 46.7 45.4 414
254x76x28kg/m [ 254.0 76.2 8.1 10.9 203.9 9.67 2.12 264.0 28.1 35.9 316
229x89x33kg/m [ 228.6 88.9 8.6 13.3 169.9 9.01 2.61 296.0 44.8 41.6 348
229x76x26kg/m [ 228.6 76.2 7.6 11.2 177.8 8.87 2.19 229.0 28.3 33.2 271
Steel Member Table
Page 23
Standard Steel Table
2 3 4 5 6 7 8 9 10 11 12 13
SizeD
(mm)B
(mm)t
(mm)T
(mm)r
(mm)d
(mm)rxx
(cm)ryy
(cm)Zxx
(cm3)Zyy
(cm3)Area(cm2)
Sxx(cm3)
203x89x30kg/m [ 203.2 88.9 8.1 12.9 145.2 8.11 2.64 245.0 42.4 37.9 287
203x76x24kg/m [ 203.2 76.2 7.1 11.2 152.4 8.02 2.24 192.0 27.7 30.4 226
178X89X27kg/m [ 177.8 88.9 7.6 12.3 121.0 7.16 2.66 197.2 39.3 34.2 230
178X76X21kg/m [ 177.8 76.2 6.6 10.3 128.8 7.10 2.25 150.4 24.7 26.5 176
152X89X24kg/m [ 152.4 88.9 7.1 11.6 96.9 6.20 2.66 153.0 35.8 30.4 178
152X76X18kg/m [ 152.4 76.2 6.4 9.0 105.9 6.12 2.24 111.8 21.1 22.8 130
127X64X15kg/m [ 127.0 63.5 6.4 9.2 84.0 5.04 1.88 76.0 15.3 19.0 89.4
102x51x11kg/m [ 101.6 50.8 6.1 7.6 65.7 3.95 1.48 40.9 8.2 13.3 48.7
76X38X6.7kg/m [ 76.2 38.1 5.1 6.8 45.8 2.95 1.12 19.5 4.1 8.6 23.5
CHS
406.4x12 CHS 406.4 406.4 12.0 12.0 14.00 14.00 1420.0 1420.0 148.7 1867
508x9 CHS 508.0 508.0 9.0 9.0 17.60 17.60 1730.0 1730.0 141.1 2241
508x12 CHS 508.0 508.0 12.0 12.0 17.50 17.50 2260.0 2260.0 187.0 2953
508x14 CHS 508.0 508.0 14.0 14.0 17.50 17.50 2610.0 2610.0 217.3 3417
609.6x9 CHS 609.6 609.6 9.0 9.0 21.20 21.20 2510.0 2510.0 169.8 3247
609.6x12 CHS 609.6 609.6 12.0 12.0 21.10 21.10 3300.0 3300.0 225.3 4286
609.6x14 CHS 609.6 609.6 14.0 14.0 21.10 21.10 3810.0 3810.0 262.0 4967
711.2x14 CHS 711.2 711.2 14.0 14.0 24.70 24.70 5240.0 5240.0 306.6 6806
711.2x12 CHS 711.2 711.2 12.0 12.0 24.70 24.70 4530.0 4530.0 263.6 5867
1016x14 CHS 1016.0 1016.0 14.0 14.0 35.40 35.40 10900.0 10900.0 440.7 14057
457x10 CHS 457.0 457.0 10.0 10.0 15.80 15.80 1536.0 1536.0 140.0 1998
457x12.5 CHS 457.0 457.0 12.5 12.5 15.70 15.70 1888.0 1888.0 175.0 2470
457x16 CHS 457.0 457.0 16.0 16.0 15.60 15.60 2361.0 2361.0 222.0 3113
323.9x8 CHS 323.9 323.9 8.0 8.0 11.20 11.20 612.0 612.0 79.4 799
273x8 CHS 273.0 273.0 8.0 8.0 9.37 9.37 429.0 429.0 66.6 562
Structural Tees
305x152x79kg/m T 163.5 311.2 15.8 25.0 163.5 3.9 7.90 115.0 404.0 101.0 225
Steel Reinforcement
Table 14 Table 6
N = 0.5, Equal Flanged Section Design Strength
v Design Grade Thickness ranges py
0.5 1.00 43 0 16 275
1.0 0.99 16 40 265
1.5 0.97 40 63 255
2.0 0.96 63 80 245
2.5 0.93 80 100 235
3.0 0.91 100 100 235
3.5 0.89 50 0 16 355
4.0 0.86 16 40 345
4.5 0.84 40 63 335
5.0 0.82 63 80 325
5.5 0.79 80 100 315
6.0 0.77 100 100 315
6.5 0.75 55 0 16 450
7.0 0.73 16 25 430
7.5 0.72 25 40 415
8.0 0.70 40 63 400
8.5 0.68 63 100 400
9.0 0.67
9.5 0.65
10.0 0.64
11.0 0.61
12.0 0.59
13.0 0.57
14.0 0.55
15.0 0.53
16.0 0.52
17.0 0.50
18.0 0.49
19.0 0.48
20.0 0.47
l/x
Table 11 Bending Strength for Rolled Section
245 265 275 325 340 345 355
30 245 265 275 325 340 345.0 355
35 245 265 273 316 328 332.3 341
40 238 254 262 302 313 317.0 325
45 227 242 250 287 298 301.7 309
50 217 231 238 272 282 285.3 292
55 206 219 226 257 266 268.7 274
60 195 207 213 241 249 251.7 257
65 185 196 201 225 232 234.3 239
70 174 184 188 210 216 218.0 222
75 164 172 176 195 200 201.7 205
80 154 161 165 181 186 187.3 190
85 144 151 154 168 172 173.0 175
90 135 141 144 156 159 160.0 162
95 126 131 134 144 147 148.0 150
100 118 123 125 134 137 137.7 139
105 111 115 117 125 127 127.7 129
110 104 107 109 116 118 118.7 120
115 97 101 102 108 110 110.3 111
120 91 94 96 101 103 103.3 104
125 86 89 90 95 96 96.3 97
130 81 83 84 89 90 90.3 91
135 76 78 79 83 84 84.3 85
140 72 74 75 78 79 79.3 80
145 68 70 71 74 75 75.0 75
150 64 66 67 70 70 70.3 71
155 61 62 63 66 66 66.3 67
160 58 59 60 62 63 63.0 63
165 55 56 57 59 60 60.0 60
170 52 53 54 56 56 56.3 57
175 50 51 51 53 54 54.0 54
180 47 48 49 51 51 51.0 51
185 45 46 46 48 49 49.0 49
190 43 44 44 46 46 46.3 47
195 41 42 42 44 44 44.0 44
200 39 40 40 42 42 42.0 42
210 36 37 37 38 39 39.0 39
220 33 34 34 35 35 35.0 35
230 31 31 31 32 33 33.0 33
240 29 29 29 30 30 30.0 30
250 27 27 27 28 28 28.0 28
415 430 450
408 421 438
390 402 418
371 382 397
350 361 374
329 338 350
307 315 325
285 292 300
263 269 276
242 247 253
223 226 231
204 208 212
188 190 194
173 175 178
159 161 163
147 148 150
136 137 139
126 127 128
117 118 119
108 109 111
101 102 103
94 95 96
88 89 90
83 84 84
78 79 79
73 74 75
69 70 70
65 66 66
62 62 63
59 59 59
56 56 56
53 53 53
50 50 51
48 48 48
46 46 46
43 44 44
40 40 40
36 37 37
33 34 34
31 31 31
29 29 29
Table 27
a
265 275 300 305 325 335 340
15 265 275 300.0 305 325 335 340
20 264 273 298.0 303 322 332 337
25 261 270 294.2 299 318 328 333
30 258 267 291.2 296 315 324 329
35 254 264 287.3 292 310 320 324
40 251 260 282.5 287 305 315 319
42 249 258 280.5 285 303 312 317
44 248 257 278.7 283 301 310 314
46 246 255 276.7 281 299 307 312
48 244 253 274.7 279 296 305 309
50 242 251 272.7 277 293 302 306
52 241 249 269.8 274 291 299 303
54 238 247 267.0 271 287 295 299
56 236 244 264.0 268 284 292 296
58 234 242 261.2 265 281 288 292
60 232 239 258.2 262 277 284 288
62 229 236 255.2 259 273 280 283
64 226 234 251.5 255 268 275 278
66 223 230 247.5 251 264 270 273
68 220 227 243.7 247 259 265 268
70 217 224 239.0 242 254 259 262
72 214 220 234.2 237 248 253 256
74 210 216 230.2 233 243 247 250
76 206 212 224.5 227 237 241 243
78 202 208 219.7 222 231 235 237
80 198 203 214.7 217 225 229 230
82 194 199 209.0 211 219 222 224
84 190 194 204.0 206 213 216 217
86 186 190 198.3 200 207 209 211
88 181 185 193.3 195 200 203 204
90 177 180 187.5 189 195 197 198
92 173 176 182.7 184 189 191 192
94 168 171 177.7 179 183 185 186
96 164 166 171.8 173 177 179 180
98 159 162 167.0 168 172 173 174
100 155 157 162.0 163 167 168 169
102 151 153 157.2 158 161 163 163
104 147 149 153.2 154 156 158 158
106 143 145 148.3 149 152 153 153
108 139 141 144.3 145 147 148 149
110 135 137 139.5 140 143 144 144
112 131 133 135.5 136 138 139 140
114 128 129 131.5 132 134 135 135
116 124 125 128.3 129 130 131 131
118 121 122 124.5 125 126 127 127
120 118 119 120.7 121 123 123 124
122 114 115 117.5 118 119 120 120
124 111 112 114.5 115 116 116 117
126 108 109 110.7 111 113 113 113
128 105 106 107.7 108 109 110 110
130 103 103 104.7 105 106 107 107
135 96 97 97.8 98 99 100 100
140 90 91 91.8 92 93 93 94
145 85 85 85.8 86 87 87 88
150 80 80 80.8 81 82 82 82
155 75 75 75.8 76 77 77 77
160 71 71 71.8 72 72 73 73
165 67 67 67.8 68 68 69 69
170 63 64 64.0 64 65 65 65
175 60 60 60.8 61 61 61 61
180 57 57 57.8 58 58 58 58
185 54 54 54.8 55 55 55 55
190 51 52 52.0 52 52 52 53
195 49 49 49.0 49 50 50 50
200 47 47 47.0 47 47 48 48
210 42 43 43.0 43 43 43 43
220 39 39 39.0 39 39 40 40
230 36 36 36.0 36 36 36 36
240 33 33 33.0 33 33 33 33
250 30 30 30.8 31 31 31 31
260 28 28 28.0 28 29 29 29
270 26 26 26.0 26 27 27 27
280 24 24 24.8 25 25 25 25
290 23 23 23.0 23 23 23 23
300 21 21 21.0 21 22 22 22
310 20 20 20.0 20 20 20 20
320 19 19 19.0 19 19 19 19
330 18 18 18.0 18 18 18 18
340 17 17 17.0 17 17 17 17
350 16 16 16.0 16 16 16 16
a b
345 355 265 275 340 345 355
345.0 355 15 265 275 340 345.0 355
341.7 351 20 263 272 334 339.0 349
337.7 347 25 258 267 328 332.7 342
333.7 343 30 253 262 321 325.7 335
328.7 338 35 247 256 313 317.7 327
323.7 333 40 241 250 305 309.3 318
321.3 330 42 239 248 302 306.0 314
318.3 327 44 237 245 298 302.0 310
316.3 325 46 234 242 294 298.0 306
313.3 322 48 231 239 291 294.7 302
310.0 318 50 229 237 286 290.0 298
307.0 315 52 226 234 282 285.7 293
303.0 311 54 223 230 278 281.3 288
299.7 307 56 220 227 273 276.3 283
295.7 303 58 217 224 268 271.3 278
291.3 298 60 214 221 263 266.0 272
286.3 293 62 210 217 258 260.7 266
281.3 288 64 207 213 252 255.0 261
276.0 282 66 203 210 247 249.7 255
270.7 276 68 200 206 241 243.7 249
264.7 270 70 196 202 235 237.3 242
258.7 264 72 193 198 230 232.0 236
252.0 256 74 189 194 224 226.0 230
245.0 249 76 185 190 218 219.7 223
238.7 242 78 181 186 212 213.7 217
231.7 235 80 177 181 206 207.7 211
225.3 228 82 173 177 200 201.7 205
218.3 221 84 169 173 195 196.3 199
212.0 214 86 165 169 189 190.3 193
205.3 208 88 161 165 183 184.3 187
199.0 201 90 157 161 178 179.0 181
192.7 194 92 153 156 173 174.0 176
186.7 188 94 150 152 168 169.0 171
180.7 182 96 146 148 163 163.7 165
174.7 176 98 142 145 158 158.7 160
169.7 171 100 138 141 153 153.7 155
163.7 165 102 135 137 149 149.7 151
158.7 160 104 131 133 144 144.7 146
153.7 155 106 128 130 140 140.7 142
149.3 150 108 125 126 136 136.7 138
144.3 145 110 121 123 132 132.7 134
140.3 141 112 118 120 128 128.7 130
135.3 136 114 115 117 125 125.3 126
131.3 132 116 112 114 121 121.3 122
127.3 128 118 109 111 118 118.3 119
124.3 125 120 107 108 114 114.7 116
120.3 121 122 104 105 111 111.3 112
117.0 117 124 101 102 108 108.3 109
113.3 114 126 99 100 105 105.3 106
110.3 111 128 96 97 102 102.3 103
107.3 108 130 94 95 100 100.3 101
100.3 101 135 88 89 93 93.3 94
94.0 94 140 83 84 88 88.0 88
88.0 88 145 78 79 82 82.3 83
82.3 83 150 74 74 77 77.3 78
77.3 78 155 70 70 73 73.0 73
73.0 73 160 66 66 69 69.0 69
69.0 69 165 63 63 65 65.3 66
65.0 65 170 59 60 62 62.0 62
61.3 62 175 56 57 58 58.3 59
58.0 58 180 54 54 55 55.3 56
55.0 55 185 51 51 53 53.0 53
53.0 53 190 48 49 50 50.3 51
50.0 50 195 46 47 48 48.0 48
48.0 48 200 44 44 46 46.0 46
43.0 43 210 40 41 42 42.0 42
40.0 40 220 37 37 38 38.0 38
36.0 36 230 34 34 35 35.0 35
33.3 34 240 31 32 32 32.0 32
31.0 31 250 29 29 30 30.0 30
29.0 29 260 27 27 28 28.0 28
27.0 27 270 25 25 26 26.0 26
25.0 25 280 24 24 24 24.0 24
23.0 23 290 22 22 22 22.3 23
22.0 22 300 21 21 21 21.0 21
20.0 20 310 19 19 20 20.0 20
19.0 19 320 18 18 18 18.3 19
18.0 18 330 17 17 18 18.0 18
17.0 17 340 16 16 17 17.0 17
16.0 16 350 15 15 16 16.0 16
c
265 275 340 345 355
15 265 275 340 345.0 355
20 261 271 331 335.7 345
25 254 263 321 325.7 335
30 246 255 311 315.3 324
35 238 247 300 304.3 313
40 230 238 289 293.0 301
42 227 235 285 288.7 296
44 224 231 280 283.7 291
46 220 228 275 278.7 286
48 217 224 270 273.3 280
50 213 220 265 268.3 275
52 210 217 260 263.3 270
54 206 213 255 258.0 264
56 202 209 249 252.0 258
58 199 205 244 246.7 252
60 195 201 238 241.0 247
62 191 197 233 235.7 241
64 188 193 227 229.7 235
66 184 189 222 224.3 229
68 180 185 216 218.3 223
70 176 181 211 213.0 217
72 172 177 205 207.0 211
74 169 173 200 201.7 205
76 165 169 194 196.0 200
78 161 165 189 190.7 194
80 157 161 184 185.3 188
82 154 157 179 180.3 183
84 150 154 174 175.3 178
86 146 150 169 170.3 173
88 143 146 164 165.3 168
90 139 142 159 160.3 163
92 136 139 155 156.0 158
94 133 135 150 151.0 153
96 129 132 146 147.0 149
98 126 129 142 143.0 145
100 123 125 138 138.7 140
102 120 122 134 134.7 136
104 117 119 130 131.0 133
106 114 116 127 127.7 129
108 111 113 123 123.7 125
110 108 110 120 120.7 122
112 106 107 117 117.3 118
114 103 105 113 113.7 115
116 101 102 110 110.7 112
118 98 100 107 107.7 109
120 96 97 105 105.3 106
122 93 95 102 102.3 103
124 91 92 99 99.3 100
126 89 90 97 97.3 98
128 87 88 94 94.3 95
130 85 86 92 92.3 93
135 80 81 86 86.3 87
140 76 76 81 81.3 82
145 71 72 76 76.3 77
150 68 68 72 72.3 73
155 64 65 68 68.3 69
160 61 61 64 64.3 65
165 58 58 61 61.0 61
170 55 55 58 58.0 58
175 52 53 55 55.0 55
180 50 50 52 52.3 53
185 47 48 50 50.0 50
190 45 46 47 47.3 48
195 43 43 45 45.3 46
200 41 42 43 43.0 43
210 38 38 39 39.3 40
220 35 35 36 36.0 36
230 32 32 33 33.3 34
240 30 30 31 31.0 31
250 28 28 29 29.0 29
260 26 26 27 27.0 27
270 24 24 25 25.0 25
280 22 23 23 23.0 23
290 21 21 22 22.0 22
300 20 20 20 20.0 20
310 18 19 19 19.0 19
320 17 18 18 18.0 18
330 17 17 17 17.0 17
340 16 16 16 16.0 16
350 15 15 15 15.0 15