steel member design with connection

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JACOBS BABTIE Office Hong Kong Job No 2898 Job Tit Kowloon Southern Link Contract No KDB400 CK 29-Mar-22 Section Date DESIGN OF SUPPORTING BEAM 203x133x25kg/m UB to BS5950 - 1990 'file:///home/website/convert/temp/convert_html/55cf9909550346d0339b2b74/document.xls'#$supportbeam Applied Moment and Axial Force Applied Maxmium Axial For 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 Fact = 1.00 Hence, Lex = 7000 mm Eff. Ly Fact = 1.00 Ley = 3500 mm Section Properties 203x133x25kg/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 = ### 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 For Fc = ### x 2 = 2.8 kN Design Moment, Mx = ### x 45.1 = 63.1 kNm Design Shear, Fvx = ### x 25.2 = 35.3 kN Design Moment, My = ### x 0.0 = 0.0 kNm Design Shear, Fvy = ### x 0.0 = 0.0 kN JABOBS BABTIE Office Hong Kong Job No 2898 CALCULATION SHEET (Form QP209/F1 Issue 4) Page No Rev No Originator Date Revised by Date Checker Date Re-checked by Length between bracing LL N/mm 2 cm 3 cm 3 cm 3 cm 3 (275/Py) 1/2 cm 3 cm 3 cm 2 cm 3 CALCULATION SHEET (Form QP209/F1 Issue 4) Page No Rev No

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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

N32
Key in member type. Types: (UB), (UC), (CHS)

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

J132
Refer to BS5950: Part 1 table 15 or 16 (max. value = 1)
K155
Refer to BS5950: Part 1 table 13 & 18 (conservative max. value = 1)

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

K375
b
N375
d

> 0.124 kN/m OK!

CALCULATION SHEET(Form QP209/F1 Issue 4)

CALCULATION SHEET(Form QP209/F1 Issue 4)

OK!

OK!

OK!

OK!

CALCULATION SHEET(Form QP209/F1 Issue 4)

NG!

CALCULATION SHEET(Form QP209/F1 Issue 4)

OK!

OK!

NG!

CALCULATION SHEET(Form QP209/F1 Issue 4)

CALCULATION SHEET(Form QP209/F1 Issue 4)

CALCULATION SHEET(Form QP209/F1 Issue 4)

CALCULATION SHEET(Form QP209/F1 Issue 4)

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