end plate-splice connection

SPLICE CONNECTION

Project No. CIMPOR Designed By VPV Date 12.10.2012 Page No.

Dept. 331 Checked By RMM Date 12.10.2012

Doc. No. SC-01 Approved By KKM Date 12.10.2012

End Plate Type Splice Connection - End Plate Welded to column & two end plate Bolted at splice location

REFER DWG. 331-633-DETAIL J

SPLICE DESIGN CONNECTION BY LRFD METHOD

Load From Beam 1-ISMB 250 Shear Fy,Sd = 10 kN

Shear Fz,Sd = 10 kN

Resultant Shear , FvSd = 14.14 kN

Axial Compression Fxc, Sd = 250.00

Axial Tension Fxt, Sd = 50.00 kN

Bending Moment, MzSd = 5 kNm

Bending Moment, MySd = 5 kNm

Additional pull/push due to Bending moment ,Mz = 21.05 kN

Additional pull/push due to Bending moment ,My = 62.50 kN

Upper Column

ISMB 250

6 mm fillet weld all around

160 x 420 x 20 thick A36 Grade plate

80

10mm stiffener


8-20 dia A8.8 Grade bolts

Lower Column

ISMB 250 160 x 420 x 20 thick A36 Grade plate

END PLATE TYPE SPLICE CONNECTION

NOTES:

All structural steel as per IS2062

All connection material such as plates, bars, angles & channels are as per ASTM A36/36M.

Sketch shown for connection is indicative only.

SECTION PROPERTIES :

Lower Column Member = ISMB 250 Upper Column Member = ISMB 250

Grade of beam Fym= 250 Grade of beam Fyc= 250

Depth (h) = 250.0 mm Depth (hc) = 250.0 mm

Flange Width (b) = 125.0 mm Flange Width (bc) = 125.0 mm

12.5 mm 12.5 mm

6.9 mm 6.9 mm

Clear Depth of web (dm)= 194.1 mm Clear Depth of web (dc)= 194.1 mm

13.0 mm Root Radius (rc) = 13.0 mm

47.5 Area of section (Ac) = 47.5

INPUT FOR BOLT AND PLATE SIZE:

Grade of Bolt Used A 8.8 Grade of Plate Used = A36

20 mm Thk. of Bottom/ Top plate 20 mm

22 mm Width of plate 160 mm

4 Depth/length of plate = Dp = 420.0 mm

2 Guage (horizontal distnace) p = 80 mm

Total number of bolts (N) 8 Pitch (vertical distance ) s1 = 95 mm

Pitch (vertical distance ) s2 = 150 mm


Vertical Edge distance = lv = 40 mm

N/mm2 N/mm2

Flange Thickness (tf) = Flange Thickness (tfc) =

Web thickness (tw) = Web thickness (twc) =

Root Radius (r) =

Area of section (A) = cm2 cm2

Bolt dia. (db) = tp =

Dia. of hole (dh)= wp =

No. of bolt rows (nr) =

No. of columns of bolt (nc) =

s1

s2

s2

s3

L53

: t<(db/2)+2 mm

L55

vinayakp: Dpmax = h

L56

vinayakp: enter if two bolt columns are used

L57

vinayakp: p=3xdb

L58

vinayakp: p=3xdb

L59

vinayakp: p=3xdb

SPLICE CONNECTION




Horizontal Edge distance = lh = 40 mm

MATERIAL PROPERTIES :

INPUT DATA :

A) CONNECTION PLATE

Grade = A36

Yield Strength Of Rolled Member = 250

Minimum Specified Tensile Stress = 400

Permissible Bending Stress = 225

B) BOLTS

1) Grade Of Material Used For Bolt A 8.8 M LRFD METHOD

a) Yield Stress = 640

b) Minimum Specified Tensile Stress = 800

PITCH & EDGE DISTANCE

BOLT DIA MIN.EDGE DISTANCE

mm mm mm

20 50 30

C) WELDS (Ref NBR8800:2008,Table A.4, Page No. 110)

Welding Electrodes = E 60 XX

Permissible Stress = 415

Design Check

1 Bearing Check for Bolt Hole

Dia. Of the bolt used = 20 mm

No of bolts used for the bearing = 8

Allowable bearing strength per Bolt shall be minimum value of following two cases:

1. Allowable bearing strength =

(Ref NBR8800:2008,CL.6.3.3.3, Page No. 78) = 2.22 x Fup xdb x tp x N/1000(where ,γa2 =1.35 ) = 2.22 x 400 x 20 x 20 x 8/1000.

= 2842 KN

2. Allowable bearing strength = (1/γa2) x 1.5 x Fup x Lc x tp x nc

(Ref NBR8800:2008,CL.6.3.3.3, Page No. 78) = 1.11 x Fup x Lc x tp x nc(where ,γa2 =1.35 ) = 1.11 x 400 x (420-(4 x 20)) x 20 x 2/1000

= 6038 KN

Therefore Allowable bearing strength = 2842 KN

2842 > 14.1 KN

Hence ok

2 Shear Check for Bolt

Bolts are in single / double shear = SINGLE

Cross sectional area of the bolt = 314 sqmm

Shear Capacity per Bolt = (where ,γa2 =1.35 )

(Ref NBR8800:2008,CL.6.3.3.2 a, Page No. 77) = (0.4/1.35) x Fub x Ab (Fnv = 0.40 x Fub)

= 0.296 x Fub x Ab

= (0.296 x 800 x 314)/1000

= 74.4 KN

Total shearing force carryiong capacity Fv,Rd = 595.2 KN

595.2 > 14.1 KN

Hence ok

Fyp N/mm2

Fup N/mm2

Fbp N/mm2

Fyb N/mm2

Fub N/mm2

MIN.PITCH DISTANCE

Fw N/mm2

(1/γa2) x 3.0 x Fup x db x tp

(1/γa2) x Fnv x Ab

L61

vinayakp: Lv> 2db

SPLICE CONNECTION




3 check for Tensile Capacity of Bolt

Assuming pure tension resist equally by all bolts and axial tension due to moment is resist by only the bolts near flange

of column.

Therefore Tension on each bolt due to pure axial force 6.3 kN

And Tension due to moment MzSd in bolt near flange = 5.3 kN

And Tension due to moment MySd in bolt near flange = 15.6 kN

Maximum tensile force in one bolt = 27.138 kN

Effective Cross Sectional Area of Bolts = Abe = 0.75 x Ab = 235.5 sqmm

Tension Capacity per Bolt = = (1/γa1) x Fub x Abe (where ,γa2 =1.35 )

(Ref NBR8800:2008,CL.6.3.3.1, Page No. 77) = (0.75 x 800 x 235.5)/1000

Tensile force carrying of capacity of one bolt = 141.3 KN

Ft,Rd = 141.3 KN

141.3 > 27.14 KN

Hence ok

4 Check for Combined Tension and Shear force

Check for intraction of Combined Tension and Shear force

(Ref NBR8800:2008,CL.6.3.3.4, Page No. 78) == { 27.14 / 141.3}^2 + { 14.14 / 595.2}^2

= 0.04

0.04 < 1

Hence ok

5 Shearing strength of plate

Thickness of Plate Assumed tp = 20 mm

Depth of plate Dp = 420 mm

Effective Depth = 332 mm

Gross area of plate Ag = tp x Dp = 8400

Net area of plate An = tp x bn = 6640

Shear Capacity of Plate = = min of ((1/γa1) x 0.6 x Fyp x Ag & (1/γa2) x 0.6 x Fup x An)

(Ref NBR8800:2008,CL.6.5.5 a & b, Page No. 87) = min of (0.545 x Fyp x Ag & 0.444 x Fup x An(where ,γa1 =1.10 & γa2 =1.35 ) = min of{(0.545 x 250 x 8400) &(0.444 x 400 x 6640)} x 2/1000

= 2289.0 KN

2289.0 > 14 KN

Hence ok

6 Block Shear of Plate

Resistance to block shear (Rbs) =

(Ref NBR8800:2008,CL.6.5.6, Page No. 87)

Ant = (lh - dh/2) x tp = (40-( 22/2) ) x20= 580

Agv = (lv + (N -1) x s) x tp = (40+( 4-1)x95) x 20= 6500

Anv = (lv + (N -1) x (s - dh) - dh/2)) x tp = {40+(4-1)x73-11} x 20= 4960

Ubs = 1 (1 for uniform stresses and 0.5 for non uniform stresses)

Resistance to block shear (Rbs) = min of{(0.44 x 400 x 4960) + (0.74 x 1 x 400 x 580)} x 2/1000

& {(0.44 x 250 x 6500) + (0.74 x 1 x 400 x 580)} x 2/1000

= 1773 KN

1773 > 14 KN

Hence ok

{ Ft,Sd/Ft,Rd}2 + { Fv,Sd/Fv,Rd}2

bn = Dp-(dh x nr)

mm2

mm2

min of { (1/γa2)(0.6 x Fup x Anv)+(Cts x fup x Ant), & (1/γa2) (0.6 x Fyp x Agv)+(Cts x fup x Ant) }

mm2

mm2

mm2

SPLICE CONNECTION




7 Check for Thickness of plate from Vertical bending point of view.

80

Mininum tp required =

tpmin required = 6.0 x T x b = SQRT{ (6.0 x 27.14 x 1000 x(95 - 12.5)/2) / (225 x 80) }

= 19.3 mm < 20.0 mm

Hence ok

8 Check for Weld Strength between column web and End plate

Height of Web = 225.0 mm

Weld length available ( lw) = 450 mm

Thickness of the weld used (w) = 6 mm

Total load carrying capacity of the weld required = 14 KN

Total load carrying capacity of the weld =

(Ref AISC 13th Ed. Eq. J2-4 , = (1/γw2) x 0.60 x fw x 0.707 x s x 2 x L /1000

Page No. 16.1-100 ) = (0.44 x 415 x 450 x 6 x 0.707 )/1000

= 348.57 KN

348.6 > 14.1 KN

Hence ok

9 Check for Weld Strength between column flange and End plate

Width of Flange = 125.0 mm





(Ref AISC 13th Ed. Eq. J2-4 , = (1/γw2) x 0.60 x fw x 0.707 x s x 2 x L /1000

Page No. 16.1-100 ) = (0.44 x 415 x 250 x 6 x 0.707 )/1000

= 193.65 KN

193.6 > 108.6 KN

Hence ok

Dp x Fup

(1/γw2) x 0.60 x fw x Aw

(1/γw2) x 0.60 x fw x Aw

s1

s2s2

s3ab

s1

SPLICE CONNECTION




SUMMARY


Single plate welded to Main beam and bolted to connecting beam

Top End Plate Size : (wp x Dp x tp) : 160 x 420 x 20 thick A36 Grade plate

Bottom End Plate Size : (wp x Dp x tp) : 160 x 420 x 20 thick A36 Grade plate

Bolt Dia And No. 8-20 dia A8.8 Grade bolts

Size of Weld (w):

Column web to End plate 6 mm

Column Flange to End plate 6 mm

Guage Distance (p) : 80 mm

Pitch Distance (s1) : 95 mm



Horizontal Edge Distance (lh) : 40 mm

Vertical Edge Distance (lv) : 40 mm

Upper Column

ISMB 250

6 mm fillet weld all around

80 mm


10mm stiffener



Lower Column 160 x 420 x 20 thick A36 Grade plate

ISMB 250

s1

s2

s2

s3

SPLICE CONNECTION




SPLICE CONNECTION




End Plate Type Splice Connection - End Plate Welded to column & two end plate Bolted at splice location

REFER DWG. 331-631-DETAIL J(609)

SPLICE DESIGN CONNECTION BY LRFD METHOD

Load From Beam 1-ISMB 300 Shear Fy,Sd = 10 kN

Shear Fz,Sd = 10 kN

Resultant Shear , FvSd = 14.14 kN

Axial Compression Fxc, Sd = 350.00

Axial Tension Fxt, Sd = 70.00 kN

Bending Moment, MzSd = 5 kNm

Bending Moment, MySd = 5 kNm

Additional pull/push due to Bending moment ,Mz = 17.43 kN

Additional pull/push due to Bending moment ,My = 27.78 kN

Upper Column

ISMB 300

6 mm fillet weld to web on both side

6 mm fillet weld to flange all around


180

10mm stiffener



Lower Column

UC 254 x 254 x 89 300 x 500 x 20 thick A36 Grade plate


NOTES:

All structural steel as per IS2062

All connection material such as plates, bars, angles & channels are as per ASTM A36/36M.

Sketch shown for connection is indicative only.

SECTION PROPERTIES :

Lower Column Member = UC 254 x 254 x 89 Upper Column Member = ISMB 300

Grade of beam Fym= 250 Grade of beam Fyc= 250

Depth (h) = 260.3 mm Depth (hc) = 300.0 mm

Flange Width (b) = 256.3 mm Flange Width (bc) = 140.0 mm

17.3 mm 13.1 mm

10.3 mm 7.7 mm

Clear Depth of web (dm)= 200.3 mm Clear Depth of web (dc)= 241.5 mm

12.7 mm Root Radius (rc) = 14.0 mm

113.3 Area of section (Ac) = 58.6

INPUT FOR BOLT AND PLATE SIZE:

Grade of Bolt Used A 8.8 Grade of Plate Used = A36

20 mm Thk. of Bottom/ Top plate 20 mm

22 mm Width of plate 300 mm

4 Depth/length of plate = Dp = 500 mm

2 Guage (horizontal distnace) p = 180 mm

Total number of bolts (N) 8 Pitch (vertical distance ) s1 = 115 mm



Vertical Edge distance = lv = 60 mm

N/mm2 N/mm2

Flange Thickness (tf) = Flange Thickness (tfc) =

Web thickness (tw) = Web thickness (twc) =

Root Radius (r) =

Area of section (A) = cm2 cm2

Bolt dia. (db) = tp =

Dia. of hole (dh)= wp =

No. of bolt rows (nr) =

No. of columns of bolt (nc) =

s1

s2

s2

s3

J15

Use only in case of Bolt in Double shear else give zero force

J16

Use only in case of Bolt in Double shear else give zero force

L53

: t<(db/2)+2 mm

L55

vinayakp: Dpmax = h

L56

vinayakp: enter if two bolt columns are used

L57

vinayakp: p=3xdb

L58

vinayakp: p=3xdb

L59

vinayakp: p=3xdb

SPLICE CONNECTION




Horizontal Edge distance = lh = 60 mm

MATERIAL PROPERTIES :

INPUT DATA :

A) CONNECTION PLATE

Grade = A36

Yield Strength Of Rolled Member = 250

Minimum Specified Tensile Stress = 400

Permissible Bending Stress = 225

B) BOLTS

1) Grade Of Material Used For Bolt A 8.8 M LRFD METHOD

a) Yield Stress = 640

b) Minimum Specified Tensile Stress = 800

PITCH & EDGE DISTANCE

BOLT DIA MIN.EDGE DISTANCE

mm mm mm

20 50 30

C) WELDS (Ref NBR8800:2008,Table A.4, Page No. 110)

Welding Electrodes = E 60 XX

Permissible Stress = 415

Design Check

1 Bearing Check for Bolt Hole

Dia. Of the bolt used = 20 mm

No of bolts used for the bearing = 8

Allowable bearing strength per Bolt shall be minimum value of following two cases:

1. Allowable bearing strength =

(Ref NBR8800:2008,CL.6.3.3.3, Page No. 78) = 2.22 x Fup xdb x tp x N/1000(where ,γa2 =1.35 ) = 2.22 x 400 x 20 x 20 x 8/1000.

= 2842 KN

2. Allowable bearing strength = (1/γa2) x 1.5 x Fup x Lc x tp x nc

(Ref NBR8800:2008,CL.6.3.3.3, Page No. 78) = 1.11 x Fup x Lc x tp x nc(where ,γa2 =1.35 ) = 1.11 x 400 x (500-(4 x 20)) x 20 x 2/1000

= 7459 KN

Therefore Allowable bearing strength = 2842 KN

2842 > 14.1 KN

Hence ok

2 Shear Check for Bolt

Bolts are in single / double shear = SINGLE

Cross sectional area of the bolt = 314 sqmm

Shear Capacity per Bolt = (where ,γa2 =1.35 )

(Ref NBR8800:2008,CL.6.3.3.2 a, Page No. 77) = (0.4/1.35) x Fub x Ab (Fnv = 0.40 x Fub)

= 0.296 x Fub x Ab

= (0.296 x 800 x 314)/1000

= 74.4 KN

Total shearing force carryiong capacity Fv,Rd = 595.2 KN

595.2 > 14.1 KN

Hence ok

Fyp N/mm2

Fup N/mm2

Fbp N/mm2

Fyb N/mm2

Fub N/mm2

MIN.PITCH DISTANCE

Fw N/mm2

(1/γa2) x 3.0 x Fup x db x tp

(1/γa2) x Fnv x Ab

L61

vinayakp: Lv> 2db

SPLICE CONNECTION




3 check for Tensile Capacity of Bolt

Assuming pure tension resist equally by all bolts and axial tension due to moment is resist by only the bolts near flange

of column.

Therefore Tension on each bolt due to pure axial force 8.8 kN

And Tension due to moment MzSd in bolt near flange = 4.4 kN

And Tension due to moment MySd in bolt near flange = 6.9 kN

Maximum tensile force in one bolt = 20.051 kN

Effective Cross Sectional Area of Bolts = Abe = 0.75 x Ab = 235.5 sqmm

Tension Capacity per Bolt = = (1/γa1) x Fub x Abe (where ,γa2 =1.35 )

(Ref NBR8800:2008,CL.6.3.3.1, Page No. 77) = (0.75 x 800 x 235.5)/1000

Tensile force carrying of capacity of one bolt = 141.3 KN

Ft,Rd = 141.3 KN

141.3 > 20.05 KN

Hence ok

4 Check for Combined Tension and Shear force

Check for intraction of Combined Tension and Shear force

(Ref NBR8800:2008,CL.6.3.3.4, Page No. 78) == { 20.05 / 141.3}^2 + { 14.14 / 595.2}^2

= 0.02

0.02 < 1

Hence ok

5 Shearing strength of plate

Thickness of Plate Assumed tp = 20 mm

Depth of plate Dp = 500 mm

Effective Depth = 412 mm

Gross area of plate Ag = tp x Dp = 10000

Net area of plate An = tp x bn = 8240

Shear Capacity of Plate = = min of ((1/γa1) x 0.6 x Fyp x Ag & (1/γa2) x 0.6 x Fup x An)

(Ref NBR8800:2008,CL.6.5.5 a & b, Page No. 87) = min of (0.545 x Fyp x Ag & 0.444 x Fup x An(where ,γa1 =1.10 & γa2 =1.35 ) = min of{(0.545 x 250 x 10000) &(0.444 x 400 x 8240)} x 2/1000

= 2725.0 KN

2725.0 > 14 KN

Hence ok

6 Block Shear of Plate

Resistance to block shear (Rbs) =

(Ref NBR8800:2008,CL.6.5.6, Page No. 87)

Ant = (lh - dh/2) x tp = (60-( 22/2) ) x20= 980

Agv = (lv + (N -1) x s) x tp = (60+( 4-1)x115) x 20= 8100

Anv = (lv + (N -1) x (s - dh) - dh/2)) x tp = {60+(4-1)x93-11} x 20= 6560

Ubs = 1 (1 for uniform stresses and 0.5 for non uniform stresses)

Resistance to block shear (Rbs) = min of{(0.44 x 400 x 6560) + (0.74 x 1 x 400 x 980)} x 2/1000

& {(0.44 x 250 x 8100) + (0.74 x 1 x 400 x 980)} x 2/1000

= 2362 KN

2362 > 14 KN

Hence ok

{ Ft,Sd/Ft,Rd}2 + { Fv,Sd/Fv,Rd}2

bn = Dp-(dh x nr)

mm2

mm2

min of { (1/γa2)(0.6 x Fup x Anv)+(Cts x fup x Ant), & (1/γa2) (0.6 x Fyp x Agv)+(Cts x fup x Ant) }

mm2

mm2

mm2

SPLICE CONNECTION




7 Check for Thickness of plate from Vertical bending point of view.

180

Mininum tp required =

tpmin required = 6.0 x T x b = SQRT{ (6.0 x 20.05 x 1000 x(115 - 13.1)/2) / (225 x 150) }

= 13.5 mm < 20.0 mm

Hence ok

8 Check for Weld Strength between column web and End plate

Height of Web = 273.8 mm

Weld length available ( lw) = 547.6 mm




(Ref NBR8800:2008,CL.6.2.5.1, Page No. 71) = (1/γw2) x 0.60 x fw x 0.707 x s x 2 x L /1000

= (0.44 x 415 x 547.6 x 6 x 0.707 )/1000

= 424.17 KN

424.2 > 14.1 KN

Hence ok

9 Check for Weld Strength between column flange and End plate

Width of Flange = 140.0 mm



Total load carrying capacity of the weld required = 80.2 KN


(Ref NBR8800:2008,CL.6.2.5.1, Page No. 71) = (1/γw2) x 0.60 x fw x 0.707 x s x 2 x L /1000

= (0.44 x 415 x 280 x 6 x 0.707 )/1000

= 216.88 KN

216.9 > 80.2 KN

Hence ok

Dp x Fup

(1/γw2) x 0.60 x fw x Aw

(1/γw2) x 0.60 x fw x Aw

s1

s2s2

s3ab

s1

SPLICE CONNECTION




SUMMARY


Single plate welded to Main beam and bolted to connecting beam

Top End Plate Size : (wp x Dp x tp) : 300 x 500 x 20 thick A36 Grade plate

Bottom End Plate Size : (wp x Dp x tp) : 300 x 500 x 20 thick A36 Grade plate

Bolt Dia And No. 8-20 dia A8.8 Grade bolts

Size of Weld (w):

Column web to End plate 6 mm

Column Flange to End plate 6 mm

Guage Distance (p) : 180 mm




Horizontal Edge Distance (lh) : 60 mm

Vertical Edge Distance (lv) : 60 mm

Upper Column

ISMB 300 6 mm fillet weld to web both side

6 mm to flange all around

180 mm


10mm stiffener



Lower Column 300 x 500 x 20 thick A36 Grade plate

UC 254 x 254 x 89

s1

s2

s2

s3

SPLICE CONNECTION




BOLT CAPACITY TABLE

GRADE BOLT TENSION CAPACITY (KN) SHEAR CAPACITY(KN)dia area SINGLE SHEAR DOUBLE SHEARmm mm2 LRFD LRFD LRFD

A 325 19 283 131 70 141A 325 20 314 145 78 156A 325 24 452 210 112 224A 325 25 491 227 122 244A 325 27 572 265 142 284A 325 30 707 327 175 351

GRADE BOLT TENSION CAPACITY (Kips) SHEAR CAPACITY(Kips)dia area SINGLE SHEAR DOUBLE SHEARmm mm2 LRFD LRFD LRFD

A 325 19 283 29.5 15.8 32A 325 20 314 32.7 17.5 35A 325 24 452 47.1 25.2 50A 325 25 491 51.1 27.4 55A 325 27 572 59.6 31.9 64A 325 30 707 73.6 39.4 79

GRADE BOLT TENSION CAPACITY (KN) SHEAR CAPACITY(KN)dia area SINGLE SHEAR DOUBLE SHEARmm mm2 LRFD LRFD LRFD

A 490 19 283 164 88 176A 490 20 314 182 97 195A 490 24 452 262 140 281A 490 25 491 284 152 304A 490 27 572 331 178 355A 490 30 707 409 219 438

GRADE BOLT TENSION CAPACITY (Kips) SHEAR CAPACITY(Kips)dia area SINGLE SHEAR DOUBLE SHEARmm mm2 LRFD LRFD LRFD

A 490 19 283 36.9 19.8 39.5A 490 20 314 40.9 21.9 43.8A 490 24 452 58.8 31.5 63.1A 490 25 491 63.9 34.2 68.4A 490 27 572 74.5 39.9 79.8A 490 30 707 92.0 49.3 98.5

ISMB SECTIONMass Depth Width Thickness of Rootper of of Web Flange Radius

Designation metre Section Section

M d bf tw tf

kg/m mm mm mm mm mm

1 2 3 4 5 6 7ISMB 100 8.9 100 50 4.7 7 9ISMB 125 13.3 125 70 5 8 9ISMB 150 15 150 75 5 8 9ISMB 175 19.6 175 85 5.8 9 10ISMB 200 24.2 200 100 5.7 10 11ISMB 225 31.1 225 110 6.5 11.8 12ISMB 250 37.3 250 125 6.9 12.5 13ISMB 300 46 300 140 7.7 13.1 14ISMB 350 52.4 350 140 8.1 14.2 14ISMB 400 61.5 400 140 8.9 16 14ISMB 450 72.4 450 150 9.4 17.4 15ISMB 500 86.9 500 180 10.2 17.2 17ISMB 550 104 550 190 11.2 19.3 18ISMB 600 123 600 210 12 20.3 20

CHANNEL SECTION 2 3 4 5 6 7Mass Depth Width Thickness Radius

Section per of of of ofDesignation Metre Section section Web Flange Root

M h b tw tf

kg/m mm mm mm mm mm

1 2 3 4 5 6 7

ISMC 75 7.14 75 40 4.8 7.5 4.4

ISMC 100 9.56 100 50 5 7.7 4.7

ISMC 125 13.1 125 65 5.3 8.2 5

ISMC 150 16.8 150 75 5.7 9 5.4

ISMC 175 19.6 175 75 6 10.2 5.7

ISMC 200 22.3 200 75 6.2 11.4 6.1

ISMC 225 26.1 225 80 6.5 12.4 6.4

ISMC 250 30.6 250 80 7.2 14.1 7.1

ISMC 300 36.3 300 90 7.8 13.6 7.6

ISMC 350 42.7 350 100 8.3 13.5 8.1

ISMC 400 50.1 400 100 8.8 15.3 8.6

SINGLE ANGLE 2 3 4 5 6 7Mass Section Root

Section per Dimensions radiusDesignation metre

a x b x t M a b t1 t2

kg/m mm mm mm mm1 2 3 4 5 6 7

ISA 20x20x3 0.9 20 20 3 3 4

r1

r1

r1

A10

Indian Standard medium weight beams (ISMB)

A32

Indian Standard medium weight channels (ISMC)

A51

Indian Standard equal leg angles (ISA)

ISA 20x20x4 1.1 20 20 4 4 4ISA 25x25x3 1.1 25 25 3 3 4.5ISA 25x25x4 1.4 25 25 4 4 4.5ISA 25x25x5 1.8 25 25 5 5 4.5ISA 30x30x3 1.4 30 30 3 3 5ISA 30x30x4 1.8 30 30 4 4 5ISA 30x30x5 2.2 30 30 5 5 5ISA 35x35x3 1.6 35 35 3 3 5ISA 35x35x4 2.1 35 35 4 4 5ISA 35x35x5 2.6 35 35 5 5 5ISA 35x35x6 3 35 35 6 6 5ISA 40x40x3 1.8 40 40 3 3 5.5ISA 40x40x4 2.4 40 40 4 4 5.5ISA 40x40x5 3 40 40 5 5 5.5ISA 40x40x6 3.5 40 40 6 6 5.5ISA 45x45x3 2.1 45 45 3 3 5.5ISA 45x45x4 2.7 45 45 4 4 5.5ISA 45x45x5 3.4 45 45 5 5 5.5ISA 45x45x6 4 45 45 6 6 5.5ISA 50x50x3 2.3 50 50 3 3 6ISA 50x50x4 3 50 50 4 4 6ISA 50x50x5 3.8 50 50 5 5 6ISA 50x50x6 4.5 50 50 6 6 6ISA 50x50x7 5.15 50 50 7 7 7ISA 50x50x8 5.82 50 50 8 8 7ISA 55x55x5 4.1 55 55 5 5 6.5ISA 55x55x6 4.9 55 55 6 6 6.5ISA 55x55x8 6.4 55 55 8 8 6.5ISA 55x55x10 7.9 55 55 10 10 6.5ISA 60x60x4 3.7 60 60 4 4 8ISA 60x60x5 4.5 60 60 5 5 6.5ISA 60x60x6 5.4 60 60 6 6 6.5ISA 60x60x8 7 60 60 8 8 6.5ISA 60x60x10 8.6 60 60 10 10 6.5ISA 65x65x5 4.9 65 65 5 5 6.5ISA 65x65x6 5.8 65 65 6 6 6.5ISA 65x65x8 7.7 65 65 8 8 6.5ISA 65x65x10 9.4 65 65 10 10 6.5ISA 70x70x5 5.3 70 70 5 5 7ISA 70x70x6 6.3 70 70 6 6 7ISA 70x70x7 7.38 70 70 7 7 9ISA 70x70x8 8.3 70 70 8 8 7ISA 70x70x10 10.2 70 70 10 10 7ISA 75x75x5 5.7 75 75 5 5 7ISA 75x75x6 6.8 75 75 6 6 7ISA 75x75x8 8.9 75 75 8 8 7ISA 75x75x10 11 75 75 10 10 7ISA 80x80x6 7.3 80 80 6 6 8ISA 80x80x8 9.6 80 80 8 8 8ISA 80x80x10 11.8 80 80 10 10 8ISA 80x80x12 14 80 80 12 12 8ISA 90x90x6 8.2 90 90 6 6 8.5ISA 90x90x8 10.8 90 90 8 8 8.5ISA 90x90x10 13.4 90 90 10 10 8.5ISA 90x90x12 15.8 90 90 12 12 8.5ISA 100x100x6 9.2 100 100 6 6 8.5ISA 100x100x7 10.7 100 100 7 7 12

ISA 100x100x8 12.1 100 100 8 8 8.5ISA 100x100x10 14.9 100 100 10 10 8.5ISA 100x100x12 17.7 100 100 12 12 8.5ISA 100x100x15 21.9 100 100 15 15 12ISA 110x110x8 13.4 110 110 8 8 10ISA 110x110x10 16.6 110 110 10 10 10ISA 110x110x12 19.7 110 110 12 12 10ISA 110x110x16 25.7 110 110 16 16 10ISA 120x120x8 14.7 120 120 8 8 13ISA 120x120x10 18.2 120 120 10 10 13ISA 120x120x12 21.6 120 120 12 12 13ISA 120x120x15 26.6 120 120 15 15 13ISA 130x130x8 15.9 130 130 8 8 10ISA 130x130x9 17.9 130 130 9 9 13ISA 130x130x10 19.7 130 130 10 10 10ISA 130x130x12 23.5 130 130 12 12 10ISA 130x130x16 30.7 130 130 16 16 10ISA 150x150x10 22.9 150 150 10 10 12ISA 150x150x12 27.3 150 150 12 12 12ISA 150x150x15 33.8 150 150 15 15 16ISA 150x150x16 35.8 150 150 16 16 12ISA 150x150x18 40.1 150 150 18 18 16ISA 150x150x20 44.1 150 150 20 20 12ISA 180x180x15 40.9 180 180 15 15 18ISA 180x180x18 48.6 180 180 18 18 18ISA 180x180x20 53.7 180 180 20 20 18ISA 200x200x12 36.9 200 200 12 12 15ISA 200x200x16 48.5 200 200 16 16 15ISA 200x200x20 60 200 200 20 20 15ISA 200x200x24 71.1 200 200 24 24 18ISA 200x200x25 73.9 200 200 25 25 15

DOUBLE ANGLE 2 3 4 5 6 7Mass Section Root



kg/m mm mm mm mm1 2 3 4 5 6 7

2L-ISA 20x20x3 1.8 20 20 3 3

2L-ISA 20x20x4 2.2 20 20 4 4

2L-ISA 25x25x3 2.2 25 25 3 32L-ISA 25x25x4 2.8 25 25 4 42L-ISA 25x25x5 3.6 25 25 5 52L-ISA 30x30x3 2.8 30 30 3 32L-ISA 30x30x4 3.6 30 30 4 42L-ISA 30x30x5 4.4 30 30 5 52L-ISA 35x35x3 3.2 35 35 3 32L-ISA 35x35x4 4.2 35 35 4 42L-ISA 35x35x5 5.2 35 35 5 52L-ISA 35x35x6 6 35 35 6 62L-ISA 40x40x3 3.6 40 40 3 32L-ISA 40x40x4 4.8 40 40 4 42L-ISA 40x40x5 6 40 40 5 52L-ISA 40x40x6 7 40 40 6 6

r1

A149


2L-ISA 45x45x3 4.2 45 45 3 32L-ISA 45x45x4 5.4 45 45 4 42L-ISA 45x45x5 6.8 45 45 5 52L-ISA 45x45x6 8 45 45 6 62L-ISA 50x50x3 4.6 50 50 3 32L-ISA 50x50x4 6 50 50 4 42L-ISA 50x50x5 7.6 50 50 5 52L-ISA 50x50x6 9 50 50 6 62L-ISA 50x50x7 10.3 50 50 7 72L-ISA 50x50x8 11.64 50 50 8 82L-ISA 55x55x5 8.2 55 55 5 52L-ISA 55x55x6 9.8 55 55 6 62L-ISA 55x55x8 12.8 55 55 8 82L-ISA 55x55x10 15.8 55 55 10 102L-ISA 60x60x4 7.4 60 60 4 42L-ISA 60x60x5 9 60 60 5 52L-ISA 60x60x6 10.8 60 60 6 62L-ISA 60x60x8 14 60 60 8 82L-ISA 60x60x10 17.2 60 60 10 102L-ISA 65x65x5 9.8 65 65 5 52L-ISA 65x65x6 11.6 65 65 6 62L-ISA 65x65x8 15.4 65 65 8 82L-ISA 65x65x10 18.8 65 65 10 102L-ISA 70x70x5 10.6 70 70 5 52L-ISA 70x70x6 12.6 70 70 6 62L-ISA 70x70x7 14.76 70 70 7 72L-ISA 70x70x8 16.6 70 70 8 82L-ISA 70x70x10 20.4 70 70 10 102L-ISA 75x75x5 11.4 75 75 5 52L-ISA 75x75x6 13.6 75 75 6 62L-ISA 75x75x8 17.8 75 75 8 82L-ISA 75x75x10 22 75 75 10 102L-ISA 80x80x6 14.6 80 80 6 62L-ISA 80x80x8 19.2 80 80 8 82L-ISA 80x80x10 23.6 80 80 10 102L-ISA 80x80x12 28 80 80 12 122L-ISA 90x90x6 16.4 90 90 6 62L-ISA 90x90x8 21.6 90 90 8 82L-ISA 90x90x10 26.8 90 90 10 102L-ISA 90x90x12 31.6 90 90 12 122L-ISA 100x100x6 18.4 100 100 6 62L-ISA 100x100x7 21.4 100 100 7 72L-ISA 100x100x8 24.2 100 100 8 82L-ISA 100x100x10 29.8 100 100 10 102L-ISA 100x100x12 35.4 100 100 12 122L-ISA 100x100x15 43.8 100 100 15 152L-ISA 110x110x8 26.8 110 110 8 82L-ISA 110x110x10 33.2 110 110 10 102L-ISA 110x110x12 39.4 110 110 12 122L-ISA 110x110x16 51.4 110 110 16 162L-ISA 120x120x8 29.4 120 120 8 82L-ISA 120x120x10 36.4 120 120 10 102L-ISA 120x120x12 43.2 120 120 12 122L-ISA 120x120x15 53.2 120 120 15 152L-ISA 130x130x8 31.8 130 130 8 82L-ISA 130x130x9 35.8 130 130 9 92L-ISA 130x130x10 39.4 130 130 10 10

2L-ISA 130x130x12 47 130 130 12 122L-ISA 130x130x16 61.4 130 130 16 162L-ISA 150x150x10 45.8 150 150 10 102L-ISA 150x150x12 54.6 150 150 12 122L-ISA 150x150x15 67.6 150 150 15 152L-ISA 150x150x16 71.6 150 150 16 162L-ISA 150x150x18 80.2 150 150 18 182L-ISA 150x150x20 88.2 150 150 20 202L-ISA 180x180x15 81.8 180 180 15 152L-ISA 180x180x18 97.2 180 180 18 182L-ISA 180x180x20 107.4 180 180 20 202L-ISA 200x200x12 73.8 200 200 12 122L-ISA 200x200x16 97 200 200 16 162L-ISA 200x200x20 120 200 200 20 202L-ISA 200x200x24 142.2 200 200 24 242L-ISA 200x200x25 147.8 200 200 25 25

STAR ANGLE 2 3 4 5 6 7STAR-ISA 20x20x3 1.8 20 20 3 3

STAR-ISA 20x20x4 2.2 20 20 4 4

STAR-ISA 25x25x3 2.2 25 25 3 3STAR-ISA 25x25x4 2.8 25 25 4 4STAR-ISA 25x25x5 3.6 25 25 5 5STAR-ISA 30x30x3 2.8 30 30 3 3STAR-ISA 30x30x4 3.6 30 30 4 4STAR-ISA 30x30x5 4.4 30 30 5 5STAR-ISA 35x35x3 3.2 35 35 3 3STAR-ISA 35x35x4 4.2 35 35 4 4STAR-ISA 35x35x5 5.2 35 35 5 5STAR-ISA 35x35x6 6 35 35 6 6STAR-ISA 40x40x3 3.6 40 40 3 3STAR-ISA 40x40x4 4.8 40 40 4 4STAR-ISA 40x40x5 6 40 40 5 5STAR-ISA 40x40x6 7 40 40 6 6STAR-ISA 45x45x3 4.2 45 45 3 3STAR-ISA 45x45x4 5.4 45 45 4 4STAR-ISA 45x45x5 6.8 45 45 5 5STAR-ISA 45x45x6 8 45 45 6 6STAR-ISA 50x50x3 4.6 50 50 3 3STAR-ISA 50x50x4 6 50 50 4 4STAR-ISA 50x50x5 7.6 50 50 5 5STAR-ISA 50x50x6 9 50 50 6 6STAR-ISA 50x50x7 10.3 50 50 7 7STAR-ISA 50x50x8 11.64 50 50 8 8STAR-ISA 55x55x5 8.2 55 55 5 5STAR-ISA 55x55x6 9.8 55 55 6 6STAR-ISA 55x55x8 12.8 55 55 8 8STAR-ISA 55x55x10 15.8 55 55 10 10STAR-ISA 60x60x4 7.4 60 60 4 4STAR-ISA 60x60x5 9 60 60 5 5STAR-ISA 60x60x6 10.8 60 60 6 6STAR-ISA 60x60x8 14 60 60 8 8STAR-ISA 60x60x10 17.2 60 60 10 10STAR-ISA 65x65x5 9.8 65 65 5 5STAR-ISA 65x65x6 11.6 65 65 6 6STAR-ISA 65x65x8 15.4 65 65 8 8STAR-ISA 65x65x10 18.8 65 65 10 10

A240


STAR-ISA 70x70x5 10.6 70 70 5 5STAR-ISA 70x70x6 12.6 70 70 6 6STAR-ISA 70x70x7 14.76 70 70 7 7STAR-ISA 70x70x8 16.6 70 70 8 8STAR-ISA 70x70x10 20.4 70 70 10 10STAR-ISA 75x75x5 11.4 75 75 5 5STAR-ISA 75x75x6 13.6 75 75 6 6STAR-ISA 75x75x8 17.8 75 75 8 8STAR-ISA 75x75x10 22 75 75 10 10STAR-ISA 80x80x6 14.6 80 80 6 6STAR-ISA 80x80x8 19.2 80 80 8 8STAR-ISA 80x80x10 23.6 80 80 10 10STAR-ISA 80x80x12 28 80 80 12 12STAR-ISA 90x90x6 16.4 90 90 6 6STAR-ISA 90x90x8 21.6 90 90 8 8STAR-ISA 90x90x10 26.8 90 90 10 10STAR-ISA 90x90x12 31.6 90 90 12 12STAR-ISA 100x100x6 18.4 100 100 6 6STAR-ISA 100x100x7 21.4 100 100 7 7STAR-ISA 100x100x8 24.2 100 100 8 8STAR-ISA 100x100x10 29.8 100 100 10 10STAR-ISA 100x100x12 35.4 100 100 12 12STAR-ISA 100x100x15 43.8 100 100 15 15STAR-ISA 110x110x8 26.8 110 110 8 8STAR-ISA 110x110x10 33.2 110 110 10 10STAR-ISA 110x110x12 39.4 110 110 12 12STAR-ISA 110x110x16 51.4 110 110 16 16STAR-ISA 120x120x8 29.4 120 120 8 8STAR-ISA 120x120x10 36.4 120 120 10 10STAR-ISA 120x120x12 43.2 120 120 12 12STAR-ISA 120x120x15 53.2 120 120 15 15STAR-ISA 130x130x8 31.8 130 130 8 8STAR-ISA 130x130x9 35.8 130 130 9 9STAR-ISA 130x130x10 39.4 130 130 10 10STAR-ISA 130x130x12 47 130 130 12 12STAR-ISA 130x130x16 61.4 130 130 16 16STAR-ISA 150x150x10 45.8 150 150 10 10STAR-ISA 150x150x12 54.6 150 150 12 12STAR-ISA 150x150x15 67.6 150 150 15 15STAR-ISA 150x150x16 71.6 150 150 16 16STAR-ISA 150x150x18 80.2 150 150 18 18STAR-ISA 150x150x20 88.2 150 150 20 20STAR-ISA 180x180x15 81.8 180 180 15 15STAR-ISA 180x180x18 97.2 180 180 18 18STAR-ISA 180x180x20 107.4 180 180 20 20STAR-ISA 200x200x12 73.8 200 200 12 12STAR-ISA 200x200x16 97 200 200 16 16STAR-ISA 200x200x20 120 200 200 20 20STAR-ISA 200x200x24 142.2 200 200 24 24STAR-ISA 200x200x25 147.8 200 200 25 25

UNEQUAL ANGLE 2 3 4 5 6 7Mass Section Root



kg/m mm mm mm mm

r1

1 2 3 4 5 6 7ISA 30x20x3 20 30 3 3 4.5ISA 30x20x4 20 30 4 4 4.5ISA 30x20x5 20 30 5 5 4.5ISA 40x25x3 25 40 3 3 5ISA 40x25x4 25 40 4 4 5ISA 40x25x5 25 40 5 5 5ISA 40x25x6 25 40 6 6 5ISA 45x30x3 30 45 3 3 5ISA 45x30x4 30 45 4 4 5ISA 45x30x5 30 45 5 5 5ISA 45x30x6 30 45 6 6 5ISA 50x30x3 30 50 3 3 5.5ISA 50x30x4 30 50 4 4 5.5ISA 50x30x5 30 50 5 5 5.5ISA 50x30x6 30 50 6 6 5.5ISA 60x40x5 40 60 5 5 6ISA 60x40x6 40 60 6 6 6ISA 60x40x8 40 60 8 8 6ISA 65x45x5 45 65 5 5 6ISA 65x45x6 45 65 6 6 6ISA 65x45x8 45 65 8 8 6ISA 70x45x5 45 70 5 5 6.5ISA 70x45x6 45 70 6 6 6.5ISA 70x45x8 45 70 8 8 6.5ISA 70x45x10 45 70 10 10 6.5ISA 75x50x5 50 75 5 5 6.5ISA 75x50x6 50 75 6 6 6.5ISA 75x50x8 50 75 8 8 6.5ISA 75x50x10 50 75 10 10 6.5ISA 80x50x5 50 80 5 5 7ISA 80x50x6 50 80 6 6 7ISA 80x50x8 50 80 8 8 7ISA 80x50x10 50 80 10 10 7ISA 90x60x6 60 90 6 6 7ISA 90x60x8 60 90 8 8 7ISA 90x60x10 60 90 10 10 7ISA 90x60x12 60 90 12 12 7ISA 100x65x6 65 100 6 6 8ISA 100x65x8 65 100 8 8 8ISA 100x65x10 65 100 10 10 8ISA 100x75x6 75 100 6 6 8.5ISA 100x75x8 75 100 8 8 8.5ISA 100x75x10 75 100 10 10 8.5ISA 100x75x12 75 100 12 12 8.5ISA 125x75x6 75 125 6 6 8.5ISA 125x75x8 75 125 8 8 8.5ISA 125x75x10 75 125 10 10 8.5ISA 125x95x6 95 125 6 6 9ISA 125x95x8 95 125 8 8 9ISA 125x95x10 95 125 10 10 9ISA 125x95x12 95 125 12 12 9ISA 150x75x8 75 150 8 8 10ISA 150x75x10 75 150 10 10 10ISA 150x75x12 75 150 12 12 10ISA 150x115x8 115 150 8 8 11ISA 150x115x10 115 150 10 10 11

A336

Indian Standard unequal leg angles (ISA)

ISA 150x115x12 115 150 12 12 11ISA 150x115x16 115 150 16 16 11ISA 200x100x10 100 200 10 10 12ISA 200x100x12 100 200 12 12 12ISA 200x100x16 100 200 16 16 12ISA 200x150x10 150 200 10 10 13.5ISA 200x150x12 150 200 12 12 13.5ISA 200x150x16 150 200 16 16 13.5ISA 200x150x20 150 200 20 20 13.5ISA 40x20x3 20 40 3 3 4ISA 40x20x4 20 40 4 4 4ISA 40x20x5 20 40 5 5 4ISA 60x30x5 30 60 5 5 6ISA 60x30x6 30 60 6 6 6ISA 60x40x7 40 60 7 7 6ISA 65x50x5 50 65 5 5 6ISA 65x50x6 50 65 6 6 6ISA 65x50x7 50 65 7 7 6ISA 65x50x8 50 65 8 8 6ISA 70x50x5 50 70 5 5 6ISA 70x50x6 50 70 6 6 6ISA 70x50x7 50 70 7 7 6ISA 70x50x8 50 70 8 8 6ISA 75x50x7 50 75 7 7 7ISA 80x40x5 40 80 5 5 7ISA 80x40x6 40 80 6 6 7ISA 80x40x7 40 80 7 7 7ISA 80x40x8 40 80 8 8 7ISA 80x60x6 60 80 6 6 8ISA 80x60x7 60 80 7 7 8ISA 80x60x8 60 80 8 8 8ISA 90x65x6 65 90 6 6 8ISA 90x65x7 65 90 7 7 8ISA 90x65x8 65 90 8 8 8ISA 90x65x10 65 90 10 10 8ISA 100x50x6 50 100 6 6 9ISA 100x50x7 50 100 7 7 9ISA 100x50x8 50 100 8 8 9ISA 100x50x10 50 100 10 10 9ISA 100x65x7 65 100 7 7 10ISA 120x80x8 80 120 8 8 11ISA 120x80x10 80 120 10 10 11ISA 120x80x12 80 120 12 12 11ISA 125x75x12 75 125 12 12 11ISA 135x65x8 65 135 8 8 11ISA 135x65x10 65 135 10 10 11ISA 135x65x12 65 135 12 12 11ISA 150x75x9 75 150 9 9 11ISA 150x75x15 75 150 15 15 11ISA 150x90x10 90 150 10 10 12ISA 150x90x12 90 150 12 12 12ISA 150x90x15 90 150 15 15 12ISA 200x100x15 100 200 15 15 15ISA 200x150x15 150 200 15 15 15ISA 200x150x18 150 200 18 18 15

ISMC FRONT TO FRONT 2 3 4 5 6 7

[]ISMC 75 14.28 75 40 4.8 7.5[]ISMC 100 19.12 100 50 5 7.7[]ISMC 125 26.20 125 65 5.3 8.1[]ISMC 150 33.60 150 75 5.7 9[]ISMC 175 39.20 175 75 6 10.2[]ISMC 200 44.60 200 75 6.2 11.4[]ISMC 225 52.20 225 80 6.5 12.4[]ISMC 250 61.20 250 80 7.2 14.1[]ISMC 300 72.60 300 90 7.8 13.6[]ISMC 350 85.40 350 100 8.3 13.5[]ISMC 400 100.20 400 100 8.8 15.3

ISMC BACK TO BACK 2 3 4 5 6 7][ ISMC 75 14.28 75 40 4.8 7.5][ ISMC 100 19.12 100 50 5 7.7][ ISMC 125 26.20 125 65 5.3 8.1][ ISMC 150 33.60 150 75 5.7 9][ ISMC 175 39.20 175 75 6 10.2][ ISMC 200 44.60 200 75 6.2 11.4][ ISMC 225 52.20 225 80 6.5 12.4][ ISMC 250 61.20 250 80 7.2 14.1][ ISMC 300 72.60 300 90 7.8 13.6][ ISMC 350 85.40 350 100 8.3 13.5][ ISMC 400 100.20 400 100 8.8 15.3

ISMB + PLATES - IS 2 3 4 5 6 7ISMB 400 + (200 x 10 Thk. T&B Pl. 92.90 420 200 8.9 26 14ISMB 400 + (200 x 12 Thk. T&B Pl. 99.18 424 200 8.9 28 14ISMB 400 + (200 x 16 Thk. T&B Pl. 111.74 432 200 8.9 32 14ISMB 400 + (200 x 20 Thk. T&B Pl. 124.30 440 200 8.9 36 14ISMB 400 + (200 x 25 Thk. T&B Pl. 140.00 450 200 8.9 41 14ISMB 400 + (200 x 32 Thk. T&B Pl. 162.00 464 200 8.9 48 14ISMB 450 + (200 x 10 Thk. T&B Pl. 103.80 470 200 9.4 23 15ISMB 450 + (200 x 12 Thk. T&B Pl. 110.10 474 200 9.4 25 15ISMB 450 + (200 x 16 Thk. T&B Pl. 122.70 482 200 9.4 29 15ISMB 450 + (200 x 20 Thk. T&B Pl. 135.20 490 200 9.4 33 15ISMB 450 + (200 x 25 Thk. T&B Pl. 150.90 500 200 9.4 38 15ISMB 450 + (200 x 32 Thk. T&B Pl. 172.90 514 200 9.4 45 15ISMB 450 + (200 x 40 Thk. T&B Pl) 198.00 530 200 9.4 53 15ISMB 500 + (250 x 10 Thk. T&B Pl. 126.20 520 250 10.2 22.4 17ISMB 500 + (250 x 12 Thk. T&B Pl. 134.00 524 250 10.2 24.4 17ISMB 500 + (250 x 16 Thk. T&B Pl. 149.70 532 250 10.2 28.4 17ISMB 500 + (250 x 20 Thk. T&B Pl. 165.40 540 250 10.2 32.4 17ISMB 500 + (250 x 25 Thk. T&B Pl. 185.10 550 250 10.2 37.4 17ISMB 500 + (250 x 32 Thk. T&B Pl. 212.50 564 250 10.2 44.4 17ISMB 500 + (250 x 40 Thk. T&B Pl. 243.90 580 250 10.2 52.4 17ISMB 550 + (250 x 10 Thk. T&B Pl.) 143.00 570 250 11.2 24.7 18ISMB 550 + (250 x 12 Thk. T&B Pl.) 150.80 574 250 11.2 26.7 18ISMB 550 + (250 x 16 Thk. T&B Pl.) 166.50 582 250 11.2 30.7 18ISMB 550 + (250 x 20 Thk. T&B Pl.) 182.20 590 250 11.2 34.7 18ISMB 550 + (250 x 25 Thk. T&B Pl.) 201.80 600 250 11.2 39.7 18ISMB 550 + (250 x 32 Thk. T&B Pl.) 229.30 614 250 11.2 46.7 18ISMB 550 + (250 x 40 Thk. T&B Pl.) 260.70 530 250 11.2 54.7 18ISMB 600 + (320 x 10 Thk. T&B Pl. 172.90 620 320 12 23.6 20ISMB 600 + (320 x 12 Thk. T&B Pl. 182.90 624 320 12 25.6 20ISMB 600 + (320 x 16 Thk. T&B Pl. 203.00 632 320 12 29.6 20ISMB 600 + (320 x 20 Thk. T&B Pl. 223.10 640 320 12 33.6 20

A449


A462


ISMB 600 + (320 x 25 Thk. T&B Pl. 248.20 650 320 12 38.6 20ISMB 600 + (320 x 32 Thk. T&B Pl. 283.40 664 320 12 45.6 20ISMB 600 + (320 x 40 Thk. T&B Pl. 323.60 680 320 12 53.6 20

ISMB + PLATES-DIN 2 3 4 5 6 7ISMB 150 + (180 x 10 Thk. T&B Pl. 43.16 150 180 5 18 9ISMB 200 + (220 x 10 Thk. T&B Pl. 59.94 200 220 5.7 20 11ISMB 250 + (280 x 10 Thk. T&B Pl. 81.26 250 280 6.9 22.5 13ISMB 300 + (300 x 10 Thk. T&B Pl. 91.30 300 300 7.7 23.1 14ISMB 350 + (300 x 10 Thk. T&B Pl. 99.50 350 300 8.1 24.2 14ISMB 400 + (300 x 20 Thk. T&B Pl. 155.70 400 300 8.9 36 14ISMB 450 + (300 x 20 Thk. T&B Pl. 166.60 450 300 9.4 37.4 15ISMB 500 + (300 x 20 Thk. T&B Pl. 181.10 500 300 10.2 37.2 17ISMB 550 + (300 x 20 Thk. T&B Pl.) 197.90 550 300 11.2 39.3 18ISMB 600 + (300 x 20 Thk. T&B Pl. 216.80 600 300 12 40.3 20

WELDED H 2 3 4 5 6 7H 700 x 300 x 30 x 15 216.66 700 300 15 30H 800 x 300 x 30 x 15 228.44 800 300 15 30H 900 x 300 x 30 x 20 273.18 900 300 20 30H 1000 x 300 x 30 x 20 288.88 1000 300 20 30H 1200 x 300 x 30 x 20 320.28 1200 300 20 30

WELDED BOX 2 3 4 5 6 7Box 300 x 300 x 15 134.24 300 300 15 15Box 400 x 400 x 20 238.64 400 400 20 20Box 450 x 450 x 25 333.63 450 450 25 25Box 500 x 500 x 30 442.74 500 500 30 30

WELDED WIDE FLANGE H 2 3 4 5 6 7H 600 x 600 x 40 x 20 458.44 600 600 20 40H 700 x 700 x 40 x 20 536.94 700 700 20 40H 800 x 800 x 50 x 30 792.85 800 800 30 50H 900 x 900 x 50 x 30 894.90 900 900 30 50H 1000 x 1000 x 60 x 40 1218.32 1000 1000 40 60

HEA SECTION 2 3 4 5 6 7HE 600 A 178.00 590 300 13 25 27HE 700 A 204.00 690 300 14.5 27 27HE 800 A 224.00 790 300 15 28 30HE 900 A 252.00 890 300 16 30 30

M d bf tw tf

UC SECTIONS 2 3 4 5 6 7UC 152 x 152 x 30 30 157.6 152.9 6.5 9.4 7.6UC 203 x 203 x 46 46 203.2 203.6 7.2 11 10.2UC 203 x 203 x 60 60 209.6 205.8 9.4 14.2 10.2UC 254 x 254 x 89 89 260.3 256.3 10.3 17.3 12.7UC 254 x 254 x 107 107 266.7 258.8 12.8 20.5 12.7UC 305 x 305 x 97 97 307.9 305.3 9.9 15.4 15.2UC 305 x 305 x 137 137 320.5 309.2 13.8 21.7 15.2UC 356 x 368 x 129 129 355.6 368.6 10.4 17.5 15.2UC 356 x 368 x 153 153 362 370.5 12.3 20.7 15.2

BUILT-UP SECTION 2 3 4 5 6 7PLAAAAATE 458.44 600 600 20 40

123.976 612 229 11.9 19.60000

r1

Toe Depth Second Moment Radius Elastic Plastic/ElasticRadius between of Area of Gyration Modulus Modulus

fillets Axis z-z Axis y-y Axis z-z Axis y-y Axis z-z Axis y-y Axis z-z

h

mm cm cm

8 9 10 11 12 13 14 15 144.5 65 183 12.9 4 1.05 36.6 5.16 36.64.5 89.2 445 38.5 5.16 1.51 71.2 11 71.24.5 113.9 718 46.8 6.13 1.57 95.7 12.5 95.7

5 134.5 1260 76.7 7.13 1.76 144 18 1445.5 152.7 2120 137 8.29 2.11 212 27.4 212

6 173.3 3440 218 9.31 2.34 306 39.7 3066.5 194.1 5130 335 10.4 2.65 410 53.5 410

7 241.5 8990 486 12.4 2.86 599 69.5 5997 288 13600 538 14.3 2.84 779 76.8 7797 334.4 20500 622 16.2 2.82 1020 88.9 1020

7.5 379.2 30400 834 18.2 3.01 1350 111 13508.5 424.1 45200 1370 20.2 3.52 1810 152 1810

9 467.5 64900 1830 22.2 3.73 2360 193 236010 509.7 91800 2650 24.2 4.12 3060 252 3060

8 9 10 11 12 13 14 15 14Radius Depth Second Moment Radius Elastic Elastic

of between of Area of Gyration Modulus ModulusToe fillets Axis z-z Axis y-y Axis z-z Axis y-y Axis z-z Axis y-y Axis z-z

h

mm mm cm cm

8 9 10 11 12 13 14 15 14

2.4 41.4 78.5 12.9 2.94 1.19 20.9 4.81 20.9

2.4 64 192 26.7 3.97 1.48 33.5 7.71 33.5

2.4 85.4 425 61.1 5.05 1.91 68.1 13.4 68.1

2.4 106.7 788 103 6.08 2.2 105 19.5 105

3.2 128.4 1240 122 7.04 2.21 141 23 141

3.2 150.2 1830 141 8.02 2.22 181 26.4 181

3.2 170.9 2710 188 9.02 2.37 241 33 241

3.2 192.5 3880 211 9.92 2.37 307 38.5 307

3.2 240.7 6420 313 11.8 2.6 428 47.1 428

4.8 288.1 10000 434 13.6 2.82 576 57.3 576

4.8 332.8 15200 508 15.4 2.82 760 67 760

8 9 10 11 12 13 14 15 14Toe Second Moment Radius Elastic Elastic

Radius of Area of Gyration Modulus ModulusAxis Axis Axis Axis Axis Axis Axis

mm cm cm8 10 11 12 13 14 15 16 15

2.5 N/A 0.4 0.379 0.58 0.58 0.3 0.3 0.3

r2 Iz Iy rz ry Sz Sy Sz

cm4 cm4 cm3 cm3 cm3


cm4 cm4 cm3 cm3 cm3


cm4 cm3 cm3 cm3

2.5 N/A 0.5 0.48 0.58 0.58 0.4 0.4 0.43 N/A 0.8 0.764 0.73 0.73 0.4 0.4 0.43 N/A 1 0.981 0.73 0.73 0.6 0.6 0.63 N/A 1.2 1.18 0.72 0.72 0.7 0.7 0.73 N/A 1.4 1.38 0.89 0.89 0.6 0.6 0.63 N/A 1.8 1.78 0.89 0.89 0.8 0.8 0.83 N/A 2.1 2.14 0.88 0.88 1 1 13 N/A 2.3 2.25 1.05 1.05 0.9 0.9 0.93 N/A 2.9 2.92 1.05 1.05 1.2 1.2 1.23 N/A 3.5 3.53 1.04 1.04 1.4 1.4 1.43 N/A 4.1 4.09 1.03 1.03 1.7 1.7 1.73 N/A 3.4 3.44 1.21 1.21 1.2 1.2 1.23 N/A 4.5 4.47 1.21 1.21 1.6 1.6 1.63 N/A 5.4 5.42 1.2 1.2 1.9 1.9 1.93 N/A 6.3 6.31 1.19 1.19 2.3 2.3 2.33 N/A 5 4.98 1.38 1.38 1.5 1.5 1.53 N/A 6.5 6.49 1.37 1.37 2 2 23 N/A 7.9 7.9 1.36 1.36 2.5 2.5 2.53 N/A 9.2 9.22 1.35 1.35 2.9 2.9 2.93 N/A 6.9 6.94 1.53 1.53 1.9 1.9 1.93 N/A 9.1 9.05 1.53 1.53 2.5 2.5 2.53 N/A 11 11 1.52 1.52 3.1 3.1 3.13 N/A 12.9 12.9 1.51 1.51 3.6 3.6 3.6

3.5 N/A 14.6 14.6 1.49 1.49 4.16 4.16 4.163.5 N/A 16.3 16.3 1.48 1.48 4.68 4.68 4.68

4 N/A 14.7 14.7 1.67 1.67 3.7 3.7 3.74 N/A 17.3 17.3 1.66 1.66 4.4 4.4 4.44 N/A 22 22 1.64 1.64 5.7 5.7 5.74 N/A 26.3 26.3 1.62 1.62 7 7 74 N/A 15.8 15.8 1.83 1.83 3.58 3.58 3.58

4.5 N/A 19.2 19.2 1.82 1.82 4.4 4.4 4.44.5 N/A 22.6 22.6 1.82 1.82 5.2 5.2 5.24.5 N/A 29 29 1.8 1.8 6.8 6.8 6.84.5 N/A 34.8 34.8 1.78 1.78 8.4 8.4 8.44.5 N/A 24.7 24.7 1.99 1.99 5.2 5.2 5.24.5 N/A 29.1 29.1 1.98 1.98 6.2 6.2 6.24.5 N/A 37.4 37.4 1.96 1.96 8.1 8.1 8.14.5 N/A 45 45 1.94 1.94 9.9 9.9 9.94.5 N/A 31.1 31.1 2.15 2.15 6.1 6.1 6.14.5 N/A 36.8 36.8 2.14 2.14 7.3 7.3 7.34.5 N/A 42.3 42.3 2.12 2.12 8.41 8.41 8.414.5 N/A 47.4 47.4 2.1 2.12 9.5 9.5 9.54.5 N/A 57.2 57.2 2.1 2.1 11.7 11.7 11.74.5 N/A 38.7 38.7 2.31 2.31 7.1 7.1 7.14.5 N/A 45.7 45.7 2.3 2.3 8.4 8.4 8.44.5 N/A 59 59 2.28 2.28 11 11 114.5 N/A 71.4 71.4 2.26 2.26 13.5 13.5 13.54.5 N/A 56 56.1 2.46 2.46 9.6 9.6 9.64.5 N/A 72.5 72.5 2.44 2.44 12.6 12.6 12.64.5 N/A 87.7 87.7 2.41 2.41 15.5 15.5 15.54.5 N/A 102 102 2.39 2.39 18.3 18.3 18.34.5 N/A 80.1 81 2.77 2.77 12.2 12.2 12.24.5 N/A 104 105 2.75 2.75 16 16 164.5 N/A 127 128 2.73 2.73 19.8 19.8 19.84.5 N/A 148 149 2.71 2.71 23.3 23.3 23.34.5 N/A 111 112 3.09 3.09 15.2 15.2 15.24.5 N/A 128 130 3.06 3.06 17.5 17.5 17.5

4.5 N/A 145 146 3.07 3.07 20 20 204.5 N/A 177 178 3.05 3.05 24.7 24.7 24.74.5 N/A 207 208 3.03 3.03 29.2 29.2 29.2

6 N/A 249 249 2.98 2.98 35.6 35.6 35.64.8 N/A 197 197 3.4 3.4 24.6 24.6 24.64.8 N/A 240 240 3.37 3.37 30.4 30.4 30.44.8 N/A 281 281 3.35 3.35 35.9 35.9 35.94.8 N/A 357 357 3.3 3.3 46.5 46.5 46.54.8 N/A 255 259 3.69 3.69 29.1 29.1 29.14.8 N/A 313 316 3.67 3.67 36 36 364.8 N/A 368 371 3.65 3.65 42.7 42.7 42.74.8 N/A 445 448 3.62 3.62 52.4 52.4 52.44.8 N/A 331 331 4.04 4.04 34.9 34.9 34.94.8 N/A 368 369 4.03 4.03 39 39 394.8 N/A 405 405 4.02 4.02 43.1 43.1 43.14.8 N/A 476 476 3.99 3.99 51 51 514.8 N/A 609 609 3.94 3.94 66.3 66.3 66.34.8 N/A 634 633 4.66 4.66 58 58 584.8 N/A 746 746 4.63 4.63 68.8 68.8 68.8

8 N/A 898 898 4.57 4.57 83.5 83.5 83.54.8 N/A 959 959 4.58 4.58 89.7 89.7 89.7

8 N/A 1050 1050 4.54 4.54 98.7 98.7 98.74.8 N/A 1160 1155 4.53 4.53 110 110 110

9 N/A 1590 1589 5.52 5.52 122 122 1229 N/A 1870 1866 5.49 5.49 145 145 1459 N/A 2040 2043 5.47 5.47 159 159 159

4.8 N/A 1830 1826 6.24 6.24 125 125 1254.8 N/A 2370 2366 6.19 6.19 164 164 1644.8 N/A 2880 2875 6.14 6.14 201 201 201

9 N/A 3330 3331 6.06 6.06 235 235 2354.8 N/A 3470 3470 6.07 6.07 246 246 246



mm cm cm8 10 11 12 13 14 15 16 15

N/A 0.8 3.42 0.60 1.24

N/A 1 4.66 0.59 1.27N/A 1.6 5.66 0.75 1.42N/A 2 7.71 0.74 1.45N/A 2.4 9.85 0.73 1.48N/A 2.8 8.88 0.90 1.60N/A 3.6 12.04 0.89 1.63N/A 4.2 15.45 0.87 1.67N/A 4.6 13.04 1.06 1.79N/A 5.8 17.81 1.04 1.83N/A 7 22.57 1.03 1.86N/A 8.2 27.45 1.03 1.89N/A 6.8 18.56 1.21 1.99N/A 9 25.05 1.21 2.02N/A 10.8 31.67 1.20 2.05N/A 12.6 38.46 1.19 2.07


cm4 cm3 cm3 cm3

N/A 10 25.22 1.38 2.19N/A 13 34.23 1.37 2.22N/A 15.8 43.23 1.36 2.25N/A 18.4 52.40 1.35 2.27N/A 13.8 33.42 1.53 2.38N/A 18.2 45.24 1.53 2.41N/A 22 56.95 1.52 2.44N/A 25.8 69.00 1.51 2.46N/A 29.2 81.16 1.49 2.49N/A 32.6 93.07 1.48 2.51N/A 29.4 72.83 1.67 2.63N/A 34.6 88.25 1.66 2.65N/A 44 119.62 1.64 2.70N/A 52.6 151.17 1.62 2.75N/A 31.6 73.14 1.83 2.79N/A 38.4 91.56 1.83 2.82N/A 45.2 110.81 1.82 2.85N/A 58 150.34 1.80 2.90N/A 69.6 191.10 1.78 2.95N/A 49.4 113.81 1.99 3.02N/A 58.2 137.60 1.98 3.04N/A 74.8 186.30 1.96 3.09N/A 90 236.42 1.94 3.14N/A 62.2 139.54 2.14 3.21N/A 73.6 169.57 2.14 3.24N/A 84.6 199.30 2.12 3.26N/A 94.8 229.43 2.11 3.29N/A 114.4 290.16 2.10 3.34N/A 77.4 169.73 2.31 3.42N/A 91.4 204.91 2.30 3.44N/A 118 276.91 2.27 3.48N/A 142.8 349.96 2.26 3.54N/A 112 245.65 2.46 3.64N/A 145 332.22 2.44 3.69N/A 175.4 418.98 2.41 3.72N/A 204 507.54 2.39 3.78N/A 160.2 341.05 2.76 4.03N/A 208 460.06 2.75 4.08N/A 254 582.55 2.73 4.13N/A 296 701.42 2.71 4.17N/A 222 459.14 3.08 4.43N/A 256 538.83 3.06 4.43N/A 290 619.33 3.07 4.48N/A 354 782.14 3.04 4.52N/A 414 944.68 3.03 4.57N/A 498 1189.38 2.99 4.62N/A 394 812.95 3.39 4.88N/A 480 1023.88 3.37 4.93N/A 562 1238.14 3.35 4.97N/A 714 1671.26 3.30 5.05N/A 510 1041.13 3.68 5.26N/A 626 1308.45 3.67 5.30N/A 736 1581.59 3.65 5.35N/A 890 1989.45 3.62 5.41N/A 662 1311.60 4.04 5.68N/A 736 1489.23 4.01 5.70N/A 810 1649.75 4.02 5.73

N/A 952 1991.86 3.99 5.77N/A 1218 2681.13 3.94 5.85N/A 1268 2491.02 4.66 6.53N/A 1492 3003.41 4.63 6.57N/A 1796 3736.38 4.57 6.59N/A 1918 4032.64 4.58 6.64N/A 2100 4519.12 4.54 6.66N/A 2320 5075.22 4.54 6.72N/A 3180 6307.17 5.52 7.78N/A 3740 7614.37 5.50 7.84N/A 4080 8493.04 5.47 7.89N/A 3660 6906.12 6.25 8.58N/A 4740 9271.04 6.19 8.66N/A 5760 11623.63 6.14 8.72N/A 6660 13945.44 6.06 8.77N/A 6940 14648.67 6.07 8.82

8 9 10 11 12 13 14 15 14N/A 3.46 3.42

N/A 4.70 4.66N/A 5.73 5.66N/A 7.75 7.71N/A 9.89 9.85N/A 8.92 8.88N/A 12.08 12.04N/A 15.37 15.45N/A 13.14 13.04N/A 17.77 17.81N/A 22.51 22.57N/A 27.47 27.45N/A 18.48 18.56N/A 25.11 25.05N/A 31.63 31.67N/A 38.44 38.46N/A 25.26 25.22N/A 34.25 34.23N/A 43.23 43.23N/A 52.36 52.40N/A 33.34 33.42 1.94 1.94N/A 45.34 45.24 1.93 1.93N/A 56.95 56.95 1.92 1.92N/A 69.00 69.00 1.90 1.90N/A 81.16 81.16N/A 93.07 93.07N/A 72.83 72.83 2.11 2.11N/A 88.25 88.25 2.10 2.10N/A 119.62 119.62 2.07 2.07N/A 151.17 151.17 2.03 2.03N/A 73.14 73.14N/A 91.56 91.56 2.31 2.31N/A 110.81 110.81 2.29 2.29N/A 150.34 150.34 2.27 2.27N/A 191.10 191.10 2.23 2.23N/A 113.81 113.81 2.51 2.51N/A 137.60 137.60 2.50 2.50N/A 186.30 186.30 2.47 2.47N/A 236.42 236.42 2.44 2.44

N/A 139.54 139.54 2.71 2.71N/A 169.57 169.57 2.70 2.70N/A 199.30 199.30N/A 229.43 229.43 2.67 2.67N/A 290.16 290.16 2.64 2.64N/A 169.73 169.73 2.92 2.92N/A 204.91 204.91 2.91 2.91N/A 276.91 276.91 2.88 2.88N/A 349.96 349.96 2.84 2.84N/A 245.45 245.65 3.11 3.11N/A 332.22 332.22 3.08 3.08N/A 418.98 418.98 3.04 3.04N/A 507.54 507.54 3.01 3.01N/A 339.25 341.05 3.50 3.50N/A 458.06 460.06 3.47 3.47N/A 580.55 582.55 3.44 3.44N/A 699.42 701.42 3.41 3.41N/A 457.14 459.14 3.91 3.91N/A 534.83 538.83N/A 617.33 619.33 3.88 3.88N/A 780.14 782.14 3.85 3.85N/A 942.68 944.68 3.82 3.82N/A 1189.38 1189.38N/A 812.95 812.95 4.28 4.28N/A 1023.88 1023.88 4.25 4.25N/A 1238.14 1238.14 4.22 4.22N/A 1671.26 1671.26N/A 1033.13 1041.13N/A 1302.45 1308.45N/A 1575.59 1581.59N/A 1983.45 1989.45N/A 1311.60 1311.60 5.10 5.10N/A 1487.23 1489.23N/A 1649.75 1649.75 5.07 5.07N/A 1991.86 1991.86 5.03 5.03N/A 2681.13 2681.13N/A 2493.02 2491.02 5.86 5.86N/A 3003.41 3003.41 5.83 5.83N/A 3736.38 3736.38 5.78 5.78N/A 4032.64 4032.64N/A 4519.12 4519.12 5.73 5.73N/A 5085.22 5075.22N/A 6309.17 6307.17N/A 7622.37 7614.37N/A 8487.04 8493.04N/A 6914.12 6906.12 7.84 7.84N/A 9279.04 9271.04N/A 11633.63 11623.63 7.63 7.63N/A 13943.44 13945.44N/A 14648.67 14648.67



mm cm cm


cm4 cm3 cm3 cm3

8 10 11 12 13 14 15 16 153 N/A 1.2 0.415 0.922 0.541 0.595 0.275 0.5953 N/A 1.55 0.532 0.916 0.537 0.783 0.363 0.7833 N/A 1.86 0.636 0.908 0.531 0.959 0.446 0.9593 N/A 2.95 0.874 1.25 0.683 1.09 0.454 1.093 N/A 3.82 1.13 1.25 0.677 1.44 0.598 1.443 N/A 4.62 1.36 1.24 0.671 1.77 0.735 1.773 N/A 5.36 1.56 1.23 0.663 2.09 0.866 2.093 N/A 4.37 1.55 1.42 0.843 1.42 0.669 1.423 N/A 5.68 2 1.41 0.837 1.87 0.882 1.873 N/A 6.9 2.42 1.4 0.829 2.31 1.08 2.313 N/A 8.03 2.8 1.39 0.821 2.72 1.28 2.723 N/A 5.89 1.59 1.59 0.824 1.75 0.677 1.753 N/A 7.65 2.06 1.58 0.819 2.3 0.893 2.33 N/A 9.3 2.49 1.57 0.811 2.84 1.1 2.843 N/A 10.9 2.88 1.56 0.803 3.35 1.3 3.354 N/A 16.9 5.97 1.89 1.12 4.17 1.97 4.174 N/A 19.9 6.99 1.88 1.11 4.96 2.33 4.964 N/A 25.4 8.84 1.86 1.1 6.46 3.03 6.464 N/A 22.1 8.63 2.05 1.28 4.98 2.52 4.984 N/A 26 10.1 2.04 1.27 5.92 3 5.924 N/A 33.2 12.8 2.02 1.25 7.71 3.9 7.714 N/A 27.2 8.8 2.22 1.26 5.75 2.55 5.754 N/A 32 10.3 2.21 1.25 6.84 3.02 6.844 N/A 41 13.1 2.19 1.24 8.92 3.93 8.924 N/A 49.3 15.6 2.16 1.22 10.9 4.79 10.94 N/A 34.1 12.2 2.38 1.42 6.69 3.18 6.694 N/A 40.3 14.3 2.37 1.41 7.96 3.77 7.964 N/A 51.8 18.3 2.35 1.4 10.4 4.92 10.44 N/A 62.3 21.8 2.33 1.38 12.7 5.99 12.7

4.5 N/A 40.6 12.3 2.55 1.4 7.52 3.16 7.524.5 N/A 48 14.4 2.54 1.39 8.96 3.77 8.964.5 N/A 61.9 18.5 2.52 1.37 11.7 4.92 11.74.5 N/A 74.7 22.1 2.49 1.36 14.4 6.01 14.44.5 N/A 70.9 25.4 2.86 1.71 11.6 5.52 11.64.5 N/A 91.8 32.6 2.84 1.69 15.2 7.22 15.24.5 N/A 111 39.3 2.82 1.67 18.7 8.84 18.74.5 N/A 129 45.4 2.79 1.65 22 10.4 22

5 N/A 97.3 32.7 3.19 1.85 14.3 6.51 14.35 N/A 126 42.2 3.17 1.83 18.8 8.54 18.85 N/A 154 51 3.15 1.81 23.2 10.5 23.26 N/A 101 48.7 3.15 2.19 14.4 8.52 14.46 N/A 132 63.3 3.14 2.18 19.1 11.2 19.16 N/A 160 76.9 3.12 2.16 23.6 13.8 23.66 N/A 188 89.5 3.1 2.14 27.9 16.3 27.96 N/A 188 51.6 4.01 2.11 22.2 8.74 22.26 N/A 245 67.2 4 2.09 29.4 11.5 29.46 N/A 300 81.6 3.97 2.07 36.3 14.2 36.3

4.8 N/A 206 104 3.99 2.83 23.4 14.3 23.44.8 N/A 268 135 3.97 2.81 30.9 18.8 30.94.8 N/A 328 164 3.95 2.79 38.1 23.1 38.14.8 N/A 385 192 3.92 2.77 45.1 27.3 45.14.8 N/A 410 71.1 4.85 2.02 42 11.9 424.8 N/A 502 86.3 4.82 2 51.9 14.7 51.94.8 N/A 590 100 4.79 1.98 61.6 17.3 61.64.8 N/A 474 244 4.78 3.43 45.1 28 45.14.8 N/A 582 299 4.76 3.41 55.8 34.5 55.8

4.8 N/A 685 351 4.74 3.39 66.2 40.8 66.24.8 N/A 878 447 4.69 3.34 86.2 53 86.24.8 N/A 1228 215 6.48 2.71 94.3 26.9 94.34.8 N/A 1449 251 6.46 2.69 112 31.9 1124.8 N/A 1870 320 6.4 2.65 146 41.3 1464.8 N/A 1409 689 6.41 4.48 101 60.2 1014.8 N/A 1666 812 6.39 4.46 120 71.4 1204.8 N/A 2155 1045 6.33 4.41 157 93.2 1574.8 N/A 2615 1261 6.28 4.36 193 114 193

2 N/A 2.8 0.47 1.27 0.522 1.09 0.301 1.092 N/A 3.59 0.596 1.26 0.514 1.42 0.393 1.422 N/A 4.32 0.71 1.25 0.507 1.73 0.48 1.733 N/A 15.6 2.6 1.9 0.779 4.04 1.12 4.043 N/A 18.2 3.02 1.89 0.771 4.78 1.32 4.783 N/A 22.9 8.07 1.87 1.11 5.79 2.74 5.793 N/A 23.2 11.9 2.05 1.47 5.14 3.19 5.143 N/A 27.2 14 2.03 1.46 6.1 3.77 6.13 N/A 31.1 15.9 2.02 1.45 7.03 4.34 7.033 N/A 34.8 17.7 2.01 1.44 7.93 4.89 7.933 N/A 28.5 12.2 2.22 1.45 5.94 3.21 5.943 N/A 33.5 14.3 2.21 1.44 7.04 3.81 7.043 N/A 38.3 16.2 2.2 1.43 8.12 4.38 8.123 N/A 42.9 18.1 2.18 1.42 9.17 4.93 9.17

3.5 N/A 46.4 16.5 2.36 1.41 9.24 4.39 9.243.5 N/A 38.2 6.49 2.56 1.06 7.35 2.06 7.353.5 N/A 44.9 7.59 2.55 1.05 8.73 2.44 8.733.5 N/A 51.4 8.63 2.54 1.04 10.1 2.81 10.13.5 N/A 57.6 9.61 2.53 1.03 11.4 3.16 11.4

4 N/A 51.4 24.8 2.52 1.75 9.29 5.49 9.294 N/A 59 28.4 2.51 1.74 10.7 6.34 10.74 N/A 66.3 31.8 2.5 1.73 12.2 7.16 12.24 N/A 73.4 32.3 2.85 1.89 11.8 6.53 11.84 N/A 84.3 37 2.84 1.88 13.7 7.55 13.74 N/A 94.9 41.5 2.83 1.87 15.5 8.54 15.54 N/A 115 49.9 2.81 1.85 19 10.4 19

4.5 N/A 89.7 15.3 3.21 1.32 13.8 3.85 13.84.5 N/A 103 17.4 3.2 1.31 16 4.46 164.5 N/A 116 19.5 3.18 1.31 18.1 5.04 18.14.5 N/A 141 23.4 3.16 1.29 22.2 6.17 22.24.5 N/A 113 37.8 3.18 1.84 16.7 7.59 16.74.5 N/A 227 81.6 3.82 2.29 27.8 13.3 27.84.5 N/A 277 98.9 3.8 2.27 34.3 16.4 34.34.5 N/A 324 115 3.78 2.25 40.6 19.3 40.64.5 N/A 356 96.2 3.95 2.06 43.4 17 43.44.8 N/A 293 45.5 4.34 1.71 33.6 8.84 33.64.8 N/A 357 55.1 4.32 1.7 41.4 10.9 41.44.8 N/A 419 63.9 4.29 1.68 49 12.8 494.8 N/A 458 78.8 4.83 2.01 47.1 13.3 47.14.8 N/A 715 120 4.75 1.95 75.5 21.1 75.5

6 N/A 533 146 4.8 2.51 53.3 21 53.36 N/A 627 171 4.77 2.49 63.3 24.8 63.36 N/A 761 205 4.74 2.46 77.7 30.4 77.78 N/A 1755 298 6.39 2.63 137 38.3 1378 N/A 2019 977 6.33 4.4 146 86.7 1468 N/A 2372 1144 6.29 4.37 174 103 174

8 9 10 11 12 13 14 15 14

41 157 157 2.94 2.93 40.60 37.70 40.6063.7 384 346 3.97 3.76 74.60 66.70 74.6085.4 850 817 5.04 4.94 133.20 122.00 133.20

106.7 1576 1403 6.08 5.74 207.80 182.50 207.80128.4 2480 1648 7.06 5.75 279.60 214.90 279.60150.2 3660 1895 8.01 5.77 363.80 251.20 363.80170.9 5420 2532 9.02 6.17 478.00 314.90 478.00192.5 7760 2965 9.97 6.17 610.60 368.90 610.60240.7 12840 4721 11.78 7.14 848.40 516.20 848.40288.2 20000 7086 13.56 8.07 1143.80 699.50 1143.80332.8 30400 8347 15.44 8.09 1508.20 824.10 1508.20

8 9 10 11 12 13 14 15 1441 157 86.09 2.94 2.17 40.60 13.70 40.60

63.7 384 154.94 3.97 2.52 74.60 21.30 74.6085.4 850 321.05 5.04 3.10 133.20 37.20 133.20

106.7 1576 516.55 6.08 3.48 207.80 54.70 207.80128.4 2480 604.36 7.06 3.48 279.60 63.70 279.60150.2 3660 691.40 8.01 3.48 363.80 72.90 363.80170.9 5420 901.88 9.02 3.68 478.00 90.50 478.00192.5 7760 1029.16 9.97 3.63 610.60 105.90 610.60240.7 12840 1378.14 11.78 3.86 848.40 125.60 848.40288.2 20000 1808.42 13.56 4.08 1143.80 150.00 1143.80332.8 30400 2103.97 15.44 4.06 1508.20 174.70 1508.20

8 9 10 11 12 13 14 15 147 334.4 37271.73 1955.43 17.74 4.06 1774.84 195.54 1774.847 334.4 40833.44 2222.10 17.97 4.19 1926.11 222.21 1926.117 334.4 48161.00 2755.43 18.39 4.40 2229.68 275.54 2229.687 334.4 55765.07 3288.77 18.76 4.56 2534.78 328.88 2534.787 334.4 65666.73 3955.43 19.18 4.71 2918.52 395.54 2918.527 334.4 80287.31 4888.77 19.72 4.87 3460.66 488.88 3460.66

7.5 379.20 51554.10 2167.30 19.74 4.05 2193.79 216.73 2193.797.5 379.20 56009.80 2434.00 19.98 4.17 2363.28 243.40 2363.287.5 379.20 65149.40 2967.30 20.42 4.36 2703.29 296.73 2703.297.5 379.20 74597.50 3500.70 20.81 4.51 3044.80 350.07 3044.807.5 379.20 86849.10 4167.30 21.25 4.66 3473.96 416.73 3473.967.5 379.20 104843.70 5100.70 21.82 4.81 4079.52 510.07 4079.527.5 379.20 126644.10 6167.30 22.41 4.94 4779.02 616.73 4779.028.5 424.10 77735.00 3974.00 21.99 4.97 2989.81 317.92 2989.818.5 424.10 84547.10 4494.80 22.25 5.13 3226.99 359.58 3226.998.5 424.10 98486.60 5536.50 22.72 5.39 3702.50 442.92 3702.508.5 424.10 112851.60 6578.10 23.14 5.59 4179.69 526.25 4179.698.5 424.10 131416.20 7880.20 23.61 5.78 4778.77 630.42 4778.778.5 424.10 158564.40 9703.10 24.20 5.99 5622.85 776.25 5622.858.5 424.10 191285.00 11786.50 24.81 6.16 6596.03 942.92 6596.03

9 467.50 104097.80 4438.00 23.91 4.94 3652.55 355.04 3652.559 467.50 112277.40 4958.80 24.18 5.08 3912.10 396.70 3912.109 467.50 128981.90 6000.50 24.66 5.32 4432.37 480.04 4432.379 467.50 146151.90 7042.10 25.09 5.51 4954.30 563.37 4954.309 467.50 168279.00 8344.20 25.58 5.70 5609.30 667.54 5609.309 467.50 200519.70 10167.10 26.20 5.90 6531.59 813.37 6531.599 467.50 239210.30 12250.50 26.84 6.07 9026.80 980.04 9026.80

10 509.70 151354.30 8112.30 26.22 6.07 4882.40 507.02 4882.4010 509.70 163734.70 9204.60 26.51 6.29 5247.91 575.29 5247.9110 509.70 188975.60 11389.10 27.03 6.64 5980.24 711.82 5980.2410 509.70 214863.70 13573.70 27.50 6.91 6714.49 848.36 6714.49

10 509.70 248146.30 16304.30 28.01 7.18 7635.27 1019.02 7635.2710 509.70 296492.90 20127.30 28.66 7.47 8930.51 1257.96 8930.51

10 509.70 354298.30 24496.30 29.32 7.71 10420.54 1531.02 10420.54

8 9 10 11 12 13 14 15 144.5 113.4 3033.40 1024.60 7.43 4.13 404.45 113.84 404.455.5 154.2 7079.07 1924.67 9.64 5.02 707.91 174.97 707.916.5 194.1 14600.27 3993.17 11.88 6.21 1168.02 285.23 1168.02

7 240.2 23023.60 4953.90 14.07 6.53 1534.91 330.26 1534.917 288 33075.30 5037.70 16.16 6.31 1890.02 335.85 1890.027 334.4 73418.40 9622.10 19.23 6.96 3670.92 641.47 3670.92

7.5 379.2 96700.80 9834.00 21.34 6.81 4297.81 655.60 4297.818.5 424.1 126378.30 10369.80 23.40 6.71 5055.13 691.32 5055.13

9 467.5 162403.60 10833.80 25.38 6.56 5905.59 722.25 5905.59

10 510.7 207173.00 11651.00 27.38 6.50 6905.77 776.73 6905.77

8 9 10 11 12 13 14 15 14640.0 234908.00 13518.00 29.17 7.00 6711.66 901.20 6711.66740.0 317593.00 13520.81 33.04 6.82 7939.83 901.39 7939.83840.0 439524.00 13556.00 35.54 6.24 9767.20 903.73 9767.20940.0 561970.67 13562.67 39.08 6.07 11239.41 904.18 11239.41

1140.0 863064.00 13576.00 46.00 5.77 14384.40 905.07 14384.40

8 9 10 11 12 13 14 15 14270.0 23213.25 23213.25 11.65 11.65 1547.55 1547.55 1547.55360.0 73365.33 73365.33 15.53 15.53 3668.27 3668.27 3668.27400.0 128385.40 128385.40 17.38 17.38 5706.02 5706.02 5706.02

440.0 208492.00 208492.00 19.23 19.23 8339.68 8339.68 8339.68

8 9 10 11 12 13 14 15 14520.0 400394.67 144034.67 26.18 15.70 13346.49 4801.16 13346.49620.0 650308.00 228708.00 30.83 18.29 18580.23 6534.51 18580.23700.0 1212416.60 426824.17 34.65 20.56 30310.42 10670.60 30310.42800.0 1755500.00 607680.00 39.24 23.09 39011.11 13504.00 39011.11

880.0 2881577.30 1000469.33 43.09 25.39 57631.55 20009.39 57631.55

8 9 10 11 12 13 14 15 14486.0 141200.00 11270.00 24.97 7.05 4787.00 751.40 4787.00582.0 215300.00 12180.00 28.75 6.84 6241.00 811.90 6241.00674.0 303400.00 12640.00 32.58 6.65 7682.00 842.60 7682.00770.0 422100.00 13550.00 36.29 6.50 9485.00 903.20 9485.00

h

8 9 10 11 12 13 14 15 14123.6 1748.00 560.50 6.76 3.83 221.80 73.31 221.80160.8 4568.00 1548.00 8.82 5.13 449.60 152.10 449.60160.8 6125.00 2065.00 8.96 5.20 584.00 200.60 584.00200.3 14270.00 4857.00 11.22 6.55 1096.00 379.00 1096.00200.3 17510.00 5928.00 11.33 6.59 1313.00 458.10 1313.00246.7 22250.00 7308.00 13.42 7.69 1445.00 478.70 1445.00246.7 32810.00 10700.00 13.72 7.83 2048.00 692.10 2048.00290.2 40250.00 14610.00 15.65 9.43 2264.00 792.80 2264.00290.2 48590.00 17550.00 15.79 9.49 2684.00 947.50 2684.00

8 9 10 11 12 13 14 15 14520 400394.67 144034.67 26.18 15.70 13346.49 4801.16 13346.49

572.8 97423.14 3930.98 24.84 4.99 3183.76 343.32 3183.760 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!0 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!0 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!0 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!


Plastic/Elastic Area TorsionalModulus of Constant

Axis y-y Section Inertia Axis

A J

cm

15 18 19 20 21 225.16 11.4 1.47 1.05 I SECTION Rolled Section

11 17 2.88 1.51 I SECTION Rolled Section12.5 19.1 3.15 1.57 I SECTION Rolled Section

18 25 5.21 1.76 I SECTION Rolled Section27.4 30.8 7.84 2.11 I SECTION Rolled Section39.7 39.7 14.00 2.34 I SECTION Rolled Section53.5 47.5 18.88 2.65 I SECTION Rolled Section69.5 58.6 25.35 2.86 I SECTION Rolled Section76.8 66.7 32.67 2.84 I SECTION Rolled Section88.9 78.4 47.25 2.82 I SECTION Rolled Section111 92.2 64.66 3.01 I SECTION Rolled Section152 111 78.14 3.52 I SECTION Rolled Section193 132 115.91 3.73 I SECTION Rolled Section252 156 150.51 4.12 I SECTION Rolled Section

15 18 19 20 21 22Elastic Area Torsional

Modulus of ConstantAxis y-y Section Inertia Axis

A J

cm

15 18 19 20 21 22

4.81 9.1 1.43 1.19 CHANNEL SECTION Rolled Section




23 24.9 7.26 2.21 CHANNEL SECTION Rolled Section



38.5 39 18.78 2.37 CHANNEL SECTION Rolled Section




15 18 19 20 21 22Elastic Area

Modulus ofAxis Section Axis

A

cm16 19 25 26

0.3 1.12 0.03 0.377 SINGLE ANGLE SECTION Rolled Section

Sy rv

cm3 cm2 cm4

Sy rvcm3 cm2 cm4

Sy rvcm3 cm2

0.4 1.45 0.08 0.377 SINGLE ANGLE SECTION Rolled Section0.4 1.41 0.04 0.474 SINGLE ANGLE SECTION Rolled Section0.6 1.84 0.10 0.473 SINGLE ANGLE SECTION Rolled Section0.7 2.25 0.19 0.473 SINGLE ANGLE SECTION Rolled Section0.6 1.73 0.05 0.576 SINGLE ANGLE SECTION Rolled Section0.8 2.26 0.12 0.573 SINGLE ANGLE SECTION Rolled Section

1 2.77 0.23 0.572 SINGLE ANGLE SECTION Rolled Section0.9 2.03 0.06 0.68 SINGLE ANGLE SECTION Rolled Section1.2 2.66 0.14 0.675 SINGLE ANGLE SECTION Rolled Section1.4 3.27 0.27 0.672 SINGLE ANGLE SECTION Rolled Section1.7 3.86 0.46 0.671 SINGLE ANGLE SECTION Rolled Section1.2 2.34 0.07 0.783 SINGLE ANGLE SECTION Rolled Section1.6 3.07 0.16 0.777 SINGLE ANGLE SECTION Rolled Section1.9 3.78 0.31 0.773 SINGLE ANGLE SECTION Rolled Section2.3 4.47 0.53 0.77 SINGLE ANGLE SECTION Rolled Section1.5 2.64 0.08 0.886 SINGLE ANGLE SECTION Rolled Section

2 3.47 0.18 0.879 SINGLE ANGLE SECTION Rolled Section2.5 4.28 0.35 0.874 SINGLE ANGLE SECTION Rolled Section2.9 5.07 0.60 0.871 SINGLE ANGLE SECTION Rolled Section1.9 2.95 0.09 0.99 SINGLE ANGLE SECTION Rolled Section2.5 3.88 0.20 0.982 SINGLE ANGLE SECTION Rolled Section3.1 4.79 0.40 0.976 SINGLE ANGLE SECTION Rolled Section3.6 5.68 0.68 0.972 SINGLE ANGLE SECTION Rolled Section

4.16 6.56 1.06 0.965 SINGLE ANGLE SECTION Rolled Section4.68 7.41 1.57 0.963 SINGLE ANGLE SECTION Rolled Section

3.7 5.27 0.44 1.07 SINGLE ANGLE SECTION Rolled Section4.4 6.26 0.75 1.07 SINGLE ANGLE SECTION Rolled Section5.7 8.18 1.74 1.06 SINGLE ANGLE SECTION Rolled Section

7 10 3.33 1.06 SINGLE ANGLE SECTION Rolled Section3.58 4.71 0.25 1.18 SINGLE ANGLE SECTION Rolled Section

4.4 5.75 0.48 1.17 SINGLE ANGLE SECTION Rolled Section5.2 6.84 0.82 1.17 SINGLE ANGLE SECTION Rolled Section6.8 8.96 1.91 1.16 SINGLE ANGLE SECTION Rolled Section8.4 11 3.67 1.16 SINGLE ANGLE SECTION Rolled Section5.2 6.25 0.52 1.27 SINGLE ANGLE SECTION Rolled Section6.2 7.44 0.89 1.27 SINGLE ANGLE SECTION Rolled Section8.1 9.76 2.08 1.26 SINGLE ANGLE SECTION Rolled Section9.9 12 4.00 1.25 SINGLE ANGLE SECTION Rolled Section6.1 6.77 0.56 1.38 SINGLE ANGLE SECTION Rolled Section7.3 8.06 0.96 1.37 SINGLE ANGLE SECTION Rolled Section


11.7 13 4.33 1.35 SINGLE ANGLE SECTION Rolled Section7.1 7.27 0.60 1.48 SINGLE ANGLE SECTION Rolled Section8.4 8.66 1.04 1.47 SINGLE ANGLE SECTION Rolled Section11 11.4 2.42 1.46 SINGLE ANGLE SECTION Rolled Section

13.5 14 4.67 1.45 SINGLE ANGLE SECTION Rolled Section9.6 9.29 1.11 1.57 SINGLE ANGLE SECTION Rolled Section

12.6 12.2 2.59 1.56 SINGLE ANGLE SECTION Rolled Section15.5 15.1 5.00 1.55 SINGLE ANGLE SECTION Rolled Section18.3 17.8 8.52 1.55 SINGLE ANGLE SECTION Rolled Section12.2 10.5 1.25 1.78 SINGLE ANGLE SECTION Rolled Section

16 13.8 2.94 1.77 SINGLE ANGLE SECTION Rolled Section19.8 17.1 5.67 1.76 SINGLE ANGLE SECTION Rolled Section23.3 20.2 9.68 1.75 SINGLE ANGLE SECTION Rolled Section15.2 11.7 1.40 1.98 SINGLE ANGLE SECTION Rolled Section17.5 13.7 2.21 1.98 SINGLE ANGLE SECTION Rolled Section

20 15.4 3.28 1.97 SINGLE ANGLE SECTION Rolled Section24.7 19.1 6.33 1.96 SINGLE ANGLE SECTION Rolled Section29.2 22.6 10.83 1.95 SINGLE ANGLE SECTION Rolled Section35.6 27.9 20.81 1.93 SINGLE ANGLE SECTION Rolled Section24.6 17.1 3.62 2.17 SINGLE ANGLE SECTION Rolled Section30.4 21.1 7.00 2.16 SINGLE ANGLE SECTION Rolled Section35.9 25.1 11.98 2.15 SINGLE ANGLE SECTION Rolled Section46.5 32.8 27.85 2.14 SINGLE ANGLE SECTION Rolled Section29.1 18.8 3.96 2.38 SINGLE ANGLE SECTION Rolled Section

36 23.3 7.67 2.37 SINGLE ANGLE SECTION Rolled Section42.7 27.6 13.13 2.35 SINGLE ANGLE SECTION Rolled Section52.4 34 25.31 2.34 SINGLE ANGLE SECTION Rolled Section34.9 20.3 4.30 2.58 SINGLE ANGLE SECTION Rolled Section

39 22.9 6.10 2.58 SINGLE ANGLE SECTION Rolled Section43.1 25.1 8.33 2.57 SINGLE ANGLE SECTION Rolled Section


58 29.2 9.67 2.98 SINGLE ANGLE SECTION Rolled Section68.8 34.8 16.59 2.96 SINGLE ANGLE SECTION Rolled Section83.5 43 32.06 2.93 SINGLE ANGLE SECTION Rolled Section89.7 45.7 38.78 2.94 SINGLE ANGLE SECTION Rolled Section98.7 51 54.82 2.92 SINGLE ANGLE SECTION Rolled Section110 56.2 74.67 2.92 SINGLE ANGLE SECTION Rolled Section122 52.1 38.81 3.54 SINGLE ANGLE SECTION Rolled Section145 61.9 66.48 3.52 SINGLE ANGLE SECTION Rolled Section159 68.3 90.67 3.51 SINGLE ANGLE SECTION Rolled Section125 46.9 22.35 3.99 SINGLE ANGLE SECTION Rolled Section164 61.8 52.43 3.96 SINGLE ANGLE SECTION Rolled Section201 76.4 101.33 3.93 SINGLE ANGLE SECTION Rolled Section235 90.6 173.26 3.9 SINGLE ANGLE SECTION Rolled Section246 94.1 195.31 3.91 SINGLE ANGLE SECTION Rolled Section

15 18 19 20 21 22Elastic Area

Modulus ofAxis Section Axis

A

cm16 19 25

2.24 0.07 0.377 DOUBLE ANGLE SECTION Built-up Section

2.9 0.15 0.377 DOUBLE ANGLE SECTION Built-up Section2.82 0.08 0.474 DOUBLE ANGLE SECTION Built-up Section3.68 0.20 0.473 DOUBLE ANGLE SECTION Built-up Section

4.5 0.38 0.473 DOUBLE ANGLE SECTION Built-up Section3.46 0.10 0.576 DOUBLE ANGLE SECTION Built-up Section4.52 0.24 0.573 DOUBLE ANGLE SECTION Built-up Section5.54 0.46 0.572 DOUBLE ANGLE SECTION Built-up Section4.06 0.12 0.68 DOUBLE ANGLE SECTION Built-up Section5.32 0.28 0.675 DOUBLE ANGLE SECTION Built-up Section6.54 0.54 0.672 DOUBLE ANGLE SECTION Built-up Section7.72 0.92 0.671 DOUBLE ANGLE SECTION Built-up Section4.68 0.14 0.783 DOUBLE ANGLE SECTION Built-up Section6.14 0.32 0.777 DOUBLE ANGLE SECTION Built-up Section7.56 0.63 0.773 DOUBLE ANGLE SECTION Built-up Section8.94 1.07 0.77 DOUBLE ANGLE SECTION Built-up Section

Sy rvcm3 cm2

5.28 0.16 0.886 DOUBLE ANGLE SECTION Built-up Section6.94 0.37 0.879 DOUBLE ANGLE SECTION Built-up Section8.56 0.71 0.874 DOUBLE ANGLE SECTION Built-up Section

10.14 1.21 0.871 DOUBLE ANGLE SECTION Built-up Section5.9 0.17 0.99 DOUBLE ANGLE SECTION Built-up Section


11.36 1.35 0.972 DOUBLE ANGLE SECTION Built-up Section13.12 2.13 0.965 DOUBLE ANGLE SECTION Built-up Section14.82 3.14 0.963 DOUBLE ANGLE SECTION Built-up Section10.54 0.88 1.07 DOUBLE ANGLE SECTION Built-up Section12.52 1.50 1.07 DOUBLE ANGLE SECTION Built-up Section16.36 3.48 1.06 DOUBLE ANGLE SECTION Built-up Section

20 6.67 1.06 DOUBLE ANGLE SECTION Built-up Section9.42 0.49 1.18 DOUBLE ANGLE SECTION Built-up Section11.5 0.96 1.17 DOUBLE ANGLE SECTION Built-up Section


22 7.33 1.16 DOUBLE ANGLE SECTION Built-up Section12.5 1.04 1.27 DOUBLE ANGLE SECTION Built-up Section





22.8 4.85 1.46 DOUBLE ANGLE SECTION Built-up Section28 9.33 1.45 DOUBLE ANGLE SECTION Built-up Section

18.58 2.22 1.57 DOUBLE ANGLE SECTION Built-up Section24.4 5.19 1.56 DOUBLE ANGLE SECTION Built-up Section30.2 10.00 1.55 DOUBLE ANGLE SECTION Built-up Section35.6 17.05 1.55 DOUBLE ANGLE SECTION Built-up Section

21 2.51 1.78 DOUBLE ANGLE SECTION Built-up Section27.6 5.87 1.77 DOUBLE ANGLE SECTION Built-up Section34.2 11.33 1.76 DOUBLE ANGLE SECTION Built-up Section40.4 19.35 1.75 DOUBLE ANGLE SECTION Built-up Section23.4 2.79 1.98 DOUBLE ANGLE SECTION Built-up Section27.4 4.41 1.98 DOUBLE ANGLE SECTION Built-up Section30.8 6.55 1.97 DOUBLE ANGLE SECTION Built-up Section38.2 12.67 1.96 DOUBLE ANGLE SECTION Built-up Section45.2 21.66 1.95 DOUBLE ANGLE SECTION Built-up Section55.8 41.63 1.93 DOUBLE ANGLE SECTION Built-up Section34.2 7.24 2.17 DOUBLE ANGLE SECTION Built-up Section42.2 14.00 2.16 DOUBLE ANGLE SECTION Built-up Section50.2 23.96 2.15 DOUBLE ANGLE SECTION Built-up Section65.6 55.71 2.14 DOUBLE ANGLE SECTION Built-up Section37.6 7.92 2.38 DOUBLE ANGLE SECTION Built-up Section46.6 15.33 2.37 DOUBLE ANGLE SECTION Built-up Section55.2 26.27 2.35 DOUBLE ANGLE SECTION Built-up Section

68 50.63 2.34 DOUBLE ANGLE SECTION Built-up Section40.6 8.60 2.58 DOUBLE ANGLE SECTION Built-up Section45.8 12.20 2.58 DOUBLE ANGLE SECTION Built-up Section50.2 16.67 2.57 DOUBLE ANGLE SECTION Built-up Section


86 64.13 2.93 DOUBLE ANGLE SECTION Built-up Section91.4 77.55 2.94 DOUBLE ANGLE SECTION Built-up Section102 109.64 2.92 DOUBLE ANGLE SECTION Built-up Section


93.8 44.70 3.99 DOUBLE ANGLE SECTION Built-up Section123.6 104.86 3.96 DOUBLE ANGLE SECTION Built-up Section152.8 202.67 3.93 DOUBLE ANGLE SECTION Built-up Section181.2 346.52 3.9 DOUBLE ANGLE SECTION Built-up Section188.2 390.63 3.91 DOUBLE ANGLE SECTION Built-up Section

15 18 19 20 21 222.24 0.07 0.377 STAR ANGLE SECTION Built-up Section

2.90 0.15 0.377 STAR ANGLE SECTION Built-up Section2.82 0.08 0.474 STAR ANGLE SECTION Built-up Section3.68 0.20 0.473 STAR ANGLE SECTION Built-up Section4.50 0.38 0.473 STAR ANGLE SECTION Built-up Section3.46 0.10 0.576 STAR ANGLE SECTION Built-up Section4.52 0.24 0.573 STAR ANGLE SECTION Built-up Section5.54 0.46 0.572 STAR ANGLE SECTION Built-up Section4.06 0.12 0.68 STAR ANGLE SECTION Built-up Section5.32 0.28 0.675 STAR ANGLE SECTION Built-up Section6.54 0.54 0.672 STAR ANGLE SECTION Built-up Section7.72 0.92 0.671 STAR ANGLE SECTION Built-up Section4.68 0.14 0.783 STAR ANGLE SECTION Built-up Section6.14 0.32 0.777 STAR ANGLE SECTION Built-up Section7.56 0.63 0.773 STAR ANGLE SECTION Built-up Section8.94 1.07 0.77 STAR ANGLE SECTION Built-up Section5.28 0.16 0.886 STAR ANGLE SECTION Built-up Section6.94 0.37 0.879 STAR ANGLE SECTION Built-up Section8.56 0.71 0.874 STAR ANGLE SECTION Built-up Section

10.14 1.21 0.871 STAR ANGLE SECTION Built-up Section5.90 0.17 0.99 STAR ANGLE SECTION Built-up Section7.76 0.41 0.982 STAR ANGLE SECTION Built-up Section9.58 0.79 0.976 STAR ANGLE SECTION Built-up Section

11.36 1.35 0.972 STAR ANGLE SECTION Built-up Section13.12 2.13 0.965 STAR ANGLE SECTION Built-up Section14.82 3.14 0.963 STAR ANGLE SECTION Built-up Section10.54 0.88 1.07 STAR ANGLE SECTION Built-up Section12.52 1.50 1.07 STAR ANGLE SECTION Built-up Section16.36 3.48 1.06 STAR ANGLE SECTION Built-up Section20.00 6.67 1.06 STAR ANGLE SECTION Built-up Section

9.42 0.49 1.18 STAR ANGLE SECTION Built-up Section11.50 0.96 1.17 STAR ANGLE SECTION Built-up Section13.68 1.64 1.17 STAR ANGLE SECTION Built-up Section17.92 3.82 1.16 STAR ANGLE SECTION Built-up Section22.00 7.33 1.16 STAR ANGLE SECTION Built-up Section12.50 1.04 1.27 STAR ANGLE SECTION Built-up Section14.88 1.79 1.27 STAR ANGLE SECTION Built-up Section19.52 4.16 1.26 STAR ANGLE SECTION Built-up Section24.00 8.00 1.25 STAR ANGLE SECTION Built-up Section

13.54 1.13 1.38 STAR ANGLE SECTION Built-up Section16.12 1.93 1.37 STAR ANGLE SECTION Built-up Section18.80 3.04 1.36 STAR ANGLE SECTION Built-up Section21.20 4.51 1.36 STAR ANGLE SECTION Built-up Section26.00 8.67 1.35 STAR ANGLE SECTION Built-up Section14.54 1.21 1.48 STAR ANGLE SECTION Built-up Section17.32 2.07 1.47 STAR ANGLE SECTION Built-up Section22.80 4.85 1.46 STAR ANGLE SECTION Built-up Section28.00 9.33 1.45 STAR ANGLE SECTION Built-up Section18.58 2.22 1.57 STAR ANGLE SECTION Built-up Section24.40 5.19 1.56 STAR ANGLE SECTION Built-up Section30.20 10.00 1.55 STAR ANGLE SECTION Built-up Section35.60 17.05 1.55 STAR ANGLE SECTION Built-up Section21.00 2.51 1.78 STAR ANGLE SECTION Built-up Section27.60 5.87 1.77 STAR ANGLE SECTION Built-up Section34.20 11.33 1.76 STAR ANGLE SECTION Built-up Section40.40 19.35 1.75 STAR ANGLE SECTION Built-up Section23.40 2.79 1.98 STAR ANGLE SECTION Built-up Section27.40 4.41 1.98 STAR ANGLE SECTION Built-up Section30.80 6.55 1.97 STAR ANGLE SECTION Built-up Section38.20 12.67 1.96 STAR ANGLE SECTION Built-up Section45.20 21.66 1.95 STAR ANGLE SECTION Built-up Section55.80 41.63 1.93 STAR ANGLE SECTION Built-up Section34.20 7.24 2.17 STAR ANGLE SECTION Built-up Section42.20 14.00 2.16 STAR ANGLE SECTION Built-up Section50.20 23.96 2.15 STAR ANGLE SECTION Built-up Section65.60 55.71 2.14 STAR ANGLE SECTION Built-up Section37.60 7.92 2.38 STAR ANGLE SECTION Built-up Section46.60 15.33 2.37 STAR ANGLE SECTION Built-up Section55.20 26.27 2.35 STAR ANGLE SECTION Built-up Section68.00 50.63 2.34 STAR ANGLE SECTION Built-up Section40.60 8.60 2.58 STAR ANGLE SECTION Built-up Section45.80 12.20 2.58 STAR ANGLE SECTION Built-up Section50.20 16.67 2.57 STAR ANGLE SECTION Built-up Section59.80 28.57 2.56 STAR ANGLE SECTION Built-up Section78.40 66.63 2.54 STAR ANGLE SECTION Built-up Section58.40 19.33 2.98 STAR ANGLE SECTION Built-up Section69.60 33.18 2.96 STAR ANGLE SECTION Built-up Section86.00 64.13 2.93 STAR ANGLE SECTION Built-up Section91.40 77.55 2.94 STAR ANGLE SECTION Built-up Section

102.00 109.64 2.92 STAR ANGLE SECTION Built-up Section112.40 149.33 2.92 STAR ANGLE SECTION Built-up Section104.20 77.63 3.54 STAR ANGLE SECTION Built-up Section123.80 132.97 3.52 STAR ANGLE SECTION Built-up Section136.60 181.33 3.51 STAR ANGLE SECTION Built-up Section

93.80 44.70 3.99 STAR ANGLE SECTION Built-up Section123.60 104.86 3.96 STAR ANGLE SECTION Built-up Section152.80 202.67 3.93 STAR ANGLE SECTION Built-up Section181.20 346.52 3.9 STAR ANGLE SECTION Built-up Section188.20 390.63 3.91 STAR ANGLE SECTION Built-up Section

15 18 19 20 21 22Elastic Area Torsional

Modulus of ConstantAxis Section Inertia Axis

A J

cm

Sy rvcm3 cm2 cm4

16 19 250.275 1.41 0.04 0.415 SINGLE ANGLE SECTION Rolled Section0.363 1.84 0.10 0.414 SINGLE ANGLE SECTION Rolled Section0.446 2.25 0.19 0.415 SINGLE ANGLE SECTION Rolled Section0.454 1.88 0.06 0.529 SINGLE ANGLE SECTION Rolled Section0.598 2.46 0.13 0.527 SINGLE ANGLE SECTION Rolled Section0.735 3.02 0.25 0.525 SINGLE ANGLE SECTION Rolled Section0.866 3.56 0.42 0.524 SINGLE ANGLE SECTION Rolled Section0.669 2.18 0.06 0.643 SINGLE ANGLE SECTION Rolled Section0.882 2.86 0.15 0.639 SINGLE ANGLE SECTION Rolled Section




1.97 4.76 0.40 0.853 SINGLE ANGLE SECTION Rolled Section2.33 5.65 0.68 0.849 SINGLE ANGLE SECTION Rolled Section3.03 7.37 1.57 0.845 SINGLE ANGLE SECTION Rolled Section2.52 5.26 0.44 0.964 SINGLE ANGLE SECTION Rolled Section


2.55 5.52 0.46 0.968 SINGLE ANGLE SECTION Rolled Section3.02 6.56 0.78 0.964 SINGLE ANGLE SECTION Rolled Section3.93 8.58 1.83 0.957 SINGLE ANGLE SECTION Rolled Section4.79 10.5 3.50 0.953 SINGLE ANGLE SECTION Rolled Section3.18 6.02 0.50 1.08 SINGLE ANGLE SECTION Rolled Section3.77 7.16 0.86 1.08 SINGLE ANGLE SECTION Rolled Section4.92 9.38 2.00 1.07 SINGLE ANGLE SECTION Rolled Section5.99 11.5 3.83 1.06 SINGLE ANGLE SECTION Rolled Section3.16 6.27 0.52 1.08 SINGLE ANGLE SECTION Rolled Section3.77 7.46 0.89 1.07 SINGLE ANGLE SECTION Rolled Section4.92 9.78 2.08 1.07 SINGLE ANGLE SECTION Rolled Section6.01 12 4.00 1.06 SINGLE ANGLE SECTION Rolled Section5.52 8.66 1.04 1.3 SINGLE ANGLE SECTION Rolled Section7.22 11.4 2.42 1.29 SINGLE ANGLE SECTION Rolled Section8.84 14 4.67 1.28 SINGLE ANGLE SECTION Rolled Section10.4 16.6 7.95 1.28 SINGLE ANGLE SECTION Rolled Section6.51 9.57 1.14 1.41 SINGLE ANGLE SECTION Rolled Section8.54 12.6 2.68 1.4 SINGLE ANGLE SECTION Rolled Section10.5 15.5 5.17 1.39 SINGLE ANGLE SECTION Rolled Section8.52 10.1 1.22 1.61 SINGLE ANGLE SECTION Rolled Section11.2 13.4 2.85 1.6 SINGLE ANGLE SECTION Rolled Section13.8 16.5 5.50 1.59 SINGLE ANGLE SECTION Rolled Section16.3 19.6 9.39 1.58 SINGLE ANGLE SECTION Rolled Section8.74 11.6 1.40 1.63 SINGLE ANGLE SECTION Rolled Section11.5 15.4 3.28 1.62 SINGLE ANGLE SECTION Rolled Section14.2 19 6.33 1.61 SINGLE ANGLE SECTION Rolled Section14.3 12.9 1.54 2.06 SINGLE ANGLE SECTION Rolled Section18.8 17 3.62 2.05 SINGLE ANGLE SECTION Rolled Section23.1 21.1 7.00 2.04 SINGLE ANGLE SECTION Rolled Section27.3 25 11.98 2.02 SINGLE ANGLE SECTION Rolled Section11.9 17.5 3.70 1.62 SINGLE ANGLE SECTION Rolled Section14.7 21.6 7.17 1.6 SINGLE ANGLE SECTION Rolled Section17.3 25.7 12.27 1.59 SINGLE ANGLE SECTION Rolled Section


40.8 30.5 14.57 2.47 SINGLE ANGLE SECTION Rolled Section53 40 34.00 2.44 SINGLE ANGLE SECTION Rolled Section

26.9 29.2 9.67 2.17 SINGLE ANGLE SECTION Rolled Section31.9 34.8 16.59 2.15 SINGLE ANGLE SECTION Rolled Section41.3 45.7 38.78 2.13 SINGLE ANGLE SECTION Rolled Section60.2 34.3 11.33 3.28 SINGLE ANGLE SECTION Rolled Section71.4 40.9 19.47 3.26 SINGLE ANGLE SECTION Rolled Section93.2 53.7 45.60 3.23 SINGLE ANGLE SECTION Rolled Section114 66.3 88.00 3.21 SINGLE ANGLE SECTION Rolled Section


0.48 2.77 0.23 0.416 SINGLE ANGLE SECTION Rolled Section1.12 4.29 0.35 0.629 SINGLE ANGLE SECTION Rolled Section1.32 5.08 0.60 0.626 SINGLE ANGLE SECTION Rolled Section2.74 6.55 1.06 0.852 SINGLE ANGLE SECTION Rolled Section3.19 5.54 0.46 1.07 SINGLE ANGLE SECTION Rolled Section3.77 6.58 0.78 1.06 SINGLE ANGLE SECTION Rolled Section4.34 7.6 1.23 1.06 SINGLE ANGLE SECTION Rolled Section4.89 8.6 1.83 1.05 SINGLE ANGLE SECTION Rolled Section3.21 5.79 0.48 1.08 SINGLE ANGLE SECTION Rolled Section3.81 6.88 0.82 1.07 SINGLE ANGLE SECTION Rolled Section4.38 7.95 1.29 1.07 SINGLE ANGLE SECTION Rolled Section4.93 9 1.91 1.07 SINGLE ANGLE SECTION Rolled Section4.39 8.31 1.35 1.07 SINGLE ANGLE SECTION Rolled Section2.06 5.8 0.48 0.85 SINGLE ANGLE SECTION Rolled Section2.44 6.89 0.82 0.845 SINGLE ANGLE SECTION Rolled Section2.81 7.96 1.29 0.842 SINGLE ANGLE SECTION Rolled Section3.16 9.01 1.91 0.838 SINGLE ANGLE SECTION Rolled Section5.49 8.11 0.96 1.29 SINGLE ANGLE SECTION Rolled Section6.34 9.38 1.52 1.28 SINGLE ANGLE SECTION Rolled Section7.16 10.6 2.25 1.27 SINGLE ANGLE SECTION Rolled Section6.53 9.01 1.07 1.41 SINGLE ANGLE SECTION Rolled Section7.55 10.4 1.69 1.4 SINGLE ANGLE SECTION Rolled Section8.54 11.8 2.51 1.39 SINGLE ANGLE SECTION Rolled Section10.4 14.6 4.83 1.38 SINGLE ANGLE SECTION Rolled Section3.85 8.73 1.04 1.06 SINGLE ANGLE SECTION Rolled Section4.46 10.1 1.63 1.06 SINGLE ANGLE SECTION Rolled Section5.04 11.4 2.42 1.05 SINGLE ANGLE SECTION Rolled Section6.17 14.1 4.67 1.05 SINGLE ANGLE SECTION Rolled Section7.59 11.2 1.81 1.41 SINGLE ANGLE SECTION Rolled Section13.3 15.5 3.28 1.74 SINGLE ANGLE SECTION Rolled Section16.4 19.2 6.33 1.73 SINGLE ANGLE SECTION Rolled Section19.3 22.7 10.83 1.72 SINGLE ANGLE SECTION Rolled Section

17 22.7 10.83 1.61 SINGLE ANGLE SECTION Rolled Section8.84 15.5 3.28 1.38 SINGLE ANGLE SECTION Rolled Section10.9 19.2 6.33 1.37 SINGLE ANGLE SECTION Rolled Section12.8 22.7 10.83 1.36 SINGLE ANGLE SECTION Rolled Section13.3 19.6 5.25 1.61 SINGLE ANGLE SECTION Rolled Section21.1 31.7 23.63 1.58 SINGLE ANGLE SECTION Rolled Section

21 23.2 7.67 1.95 SINGLE ANGLE SECTION Rolled Section24.8 27.5 13.13 1.94 SINGLE ANGLE SECTION Rolled Section30.4 33.9 25.31 1.93 SINGLE ANGLE SECTION Rolled Section38.3 43 32.06 2.12 SINGLE ANGLE SECTION Rolled Section86.7 50.5 37.69 3.22 SINGLE ANGLE SECTION Rolled Section103 60 64.54 3.21 SINGLE ANGLE SECTION Rolled Section

15 18 19 20 21 22

37.70 18.2 2.55 1.18 RECTANGULAR BOX SECTION Rolled Section66.70 24.4 3.57 1.47 RECTANGULAR BOX SECTION Rolled Section

122.00 33.4 5.45 1.9 RECTANGULAR BOX SECTION Rolled Section182.50 42.6 8.61 2.19 RECTANGULAR BOX SECTION Rolled Section214.90 49.8 12.46 2.2 RECTANGULAR BOX SECTION Rolled Section251.20 57 17.20 2.21 RECTANGULAR BOX SECTION Rolled Section314.90 66.6 23.47 2.36 RECTANGULAR BOX SECTION Rolled Section368.90 78 34.69 2.37 RECTANGULAR BOX SECTION Rolled Section516.20 92.6 37.80 2.59 RECTANGULAR BOX SECTION Rolled Section699.50 108.8 43.79 2.81 RECTANGULAR BOX SECTION Rolled Section824.10 127.6 62.87 2.81 RECTANGULAR BOX SECTION Rolled Section

15 18 19 20 21 2213.70 18.2 2.55 1.18 I SECTION Rolled Section21.30 24.4 3.57 1.47 I SECTION Rolled Section37.20 33.4 5.45 1.9 I SECTION Rolled Section54.70 42.6 8.61 2.19 I SECTION Rolled Section63.70 49.8 12.46 2.2 I SECTION Rolled Section72.90 57 17.20 2.21 I SECTION Rolled Section90.50 66.6 23.47 2.36 I SECTION Rolled Section

105.90 78 34.69 2.37 I SECTION Rolled Section125.60 92.6 37.80 2.59 I SECTION Rolled Section150.00 108.8 43.79 2.81 I SECTION Rolled Section174.70 127.6 62.87 2.81 I SECTION Rolled Section

15 18 19 20 21 22195.54 118.46 60.59 4.06 I SECTION WITH PLATES Rolled Section222.21 126.46 70.29 4.19 I SECTION WITH PLATES Rolled Section275.54 142.46 101.87 4.40 I SECTION WITH PLATES Rolled Section328.88 158.46 153.92 4.56 I SECTION WITH PLATES Rolled Section395.54 178.46 255.59 4.71 I SECTION WITH PLATES Rolled Section488.88 206.46 484.16 4.87 I SECTION WITH PLATES Rolled Section216.73 132.27 77.99 4.05 I SECTION WITH PLATES Rolled Section243.40 140.27 87.70 4.17 I SECTION WITH PLATES Rolled Section296.73 156.27 119.27 4.36 I SECTION WITH PLATES Rolled Section350.07 172.27 171.32 4.51 I SECTION WITH PLATES Rolled Section416.73 192.27 272.99 4.66 I SECTION WITH PLATES Rolled Section510.07 220.27 501.56 4.81 I SECTION WITH PLATES Rolled Section616.73 252.27 917.99 4.94 I SECTION WITH PLATES Rolled Section317.92 160.74 94.81 4.97 I SECTION WITH PLATES Rolled Section359.58 170.74 106.94 5.13 I SECTION WITH PLATES Rolled Section442.92 190.74 146.41 5.39 I SECTION WITH PLATES Rolled Section526.25 210.74 211.47 5.59 I SECTION WITH PLATES Rolled Section630.42 235.74 338.56 5.78 I SECTION WITH PLATES Rolled Section776.25 270.74 624.27 5.99 I SECTION WITH PLATES Rolled Section942.92 310.74 1144.81 6.16 I SECTION WITH PLATES Rolled Section355.04 182.11 132.58 4.94 I SECTION WITH PLATES Rolled Section396.70 192.11 144.71 5.08 I SECTION WITH PLATES Rolled Section480.04 212.11 184.18 5.32 I SECTION WITH PLATES Rolled Section563.37 232.11 249.25 5.51 I SECTION WITH PLATES Rolled Section667.54 257.11 376.33 5.70 I SECTION WITH PLATES Rolled Section813.37 292.11 662.05 5.90 I SECTION WITH PLATES Rolled Section980.04 332.11 1182.58 6.07 I SECTION WITH PLATES Rolled Section507.02 220.21 171.84 6.07 I SECTION WITH PLATES Rolled Section575.29 233.01 187.37 6.29 I SECTION WITH PLATES Rolled Section711.82 258.61 237.89 6.64 I SECTION WITH PLATES Rolled Section848.36 284.21 321.17 6.91 I SECTION WITH PLATES Rolled Section

1019.02 316.21 483.84 7.18 I SECTION WITH PLATES Rolled Section1257.96 361.01 849.56 7.47 I SECTION WITH PLATES Rolled Section1531.02 412.21 1515.84 7.71 I SECTION WITH PLATES Rolled Section

15 18 19 20 21 22113.84 55.00 15.15 4.13 I SECTION WITH PLATES Rolled Section174.97 76.33 22.51 5.02 I SECTION WITH PLATES Rolled Section285.23 103.55 35.54 6.21 I SECTION WITH PLATES Rolled Section330.26 116.26 45.35 6.53 I SECTION WITH PLATES Rolled Section335.85 126.71 52.67 6.31 I SECTION WITH PLATES Rolled Section641.47 198.46 207.25 6.96 I SECTION WITH PLATES Rolled Section655.60 212.27 224.66 6.81 I SECTION WITH PLATES Rolled Section691.32 230.74 238.14 6.71 I SECTION WITH PLATES Rolled Section722.25 252.11 275.91 6.56 I SECTION WITH PLATES Rolled Section776.73 276.21 310.51 6.50 I SECTION WITH PLATES Rolled Section

15 18 19 20 21 22901.20 276.00 612.00 7.00 I SECTION Welded Section901.39 291.00 623.25 6.82 I SECTION Welded Section903.73 348.00 764.00 6.24 I SECTION Welded Section904.18 368.00 790.67 6.07 I SECTION Welded Section905.07 408.00 844.00 5.77 I SECTION Welded Section

15 18 19 20 21 221547.55 171.00 128.25 11.65 RECTANGULAR BOX SECTION Welded Section3668.27 304.00 405.33 15.53 RECTANGULAR BOX SECTION Welded Section5706.02 425.00 885.42 17.38 RECTANGULAR BOX SECTION Welded Section8339.68 564.00 1692.00 19.23 RECTANGULAR BOX SECTION Welded Section

15 18 19 20 21 224801.16 584.00 2698.67 15.70 I SECTION Welded Section6534.51 684.00 3152.00 18.29 I SECTION Welded Section

10670.60 1010.00 7296.67 20.56 I SECTION Welded Section13504.00 1140.00 8220.00 23.09 I SECTION Welded Section20009.39 1552.00 16277.33 25.39 I SECTION Welded Section

15 18 19 20 21 22751.40 226.50 397.80 7.05 I SECTION Rolled Section811.90 260.50 513.90 6.84 I SECTION Rolled Section842.60 285.80 596.90 6.65 I SECTION Rolled Section903.20 320.50 736.80 6.50 I SECTION Rolled Section

A J

15 18 19 20 21 2273.31 38.26 10.67 3.83 I SECTION Rolled Section

152.10 58.73 22.34 5.13 I SECTION Rolled Section200.60 76.37 47.78 5.20 I SECTION Rolled Section379.00 113.30 102.70 6.55 I SECTION Rolled Section458.10 136.40 173.90 6.59 I SECTION Rolled Section478.70 123.40 91.80 7.69 I SECTION Rolled Section692.10 174.40 251.10 7.83 I SECTION Rolled Section792.80 164.30 152.70 9.43 I SECTION Rolled Section947.50 194.80 251.2 9.49 I SECTION Rolled Section15 18 19 20 21 22

4801.16 584.00 2698.67 15.70 I SECTION Welded Section343.32 157.93 147.13 4.99 CHANNEL SECTION Welded Section#DIV/0! 0.00 0.00 #DIV/0! CHANNEL SECTION Welded Section#DIV/0! 0.00 0.00 #DIV/0! CHANNEL SECTION Welded Section#DIV/0! 0.00 0.00 #DIV/0! CHANNEL SECTION Welded Section#DIV/0! 0.00 0.00 #DIV/0! CHANNEL SECTION Welded Section

Sy rv

warping polarConstant radius of

gyration

Cw

cm

23 24 25 26 27 28 29 30Column/Beam 315.3 4.14Column/Beam 1565.1 5.38Column/Beam 2835.6 6.33Column/Beam 6346.1 7.34Column/Beam 15041.7 8.55Column/Beam 29745.6 9.60Column/Beam 57379.4 10.73Column/Beam 123283.6 12.73Column/Beam 183072.3 14.58Column/Beam 269746.2 16.44Column/Beam 457914.9 18.45Column/Beam 974247.4 20.50Column/Beam 1553477.8 22.51Column/Beam 2632384.2 24.55

23 24 25 26 27 28 29 30

Elastic warping polar

Neutral Constant radius of

Axis gyration

Cx Cw

cm cm

23 24 25 26 27 28 29 30

Column/Beam 1.32 112.2 4.14

Column/Beam 1.54 445.6 5.34

Column/Beam 1.94 1698.9 6.88

Column/Beam 2.2 4236.7 8.12

Column/Beam 2.19 6677.0 8.82

Column/Beam 2.18 9899.1 9.59

Column/Beam 2.31 16729.3 10.62

Column/Beam 2.29 23681.5 11.34

Column/Beam 2.35 51139.8 13.16

Column/Beam 2.44 100604.4 14.96

Column/Beam 2.42 151272.2 16.57

23 24 25 26 27 28 29 30Distance Distanceto centre to centreof gravity of gravity

cm cm27 28

Bracing Member 0.59 0.59 0.009 1.03

r0

cm6

r0

cm6

Cx Cy

Bracing Member 0.63 0.63 0.021 1.02Bracing Member 0.71 0.71 0.019 1.30Bracing Member 0.75 0.75 0.043 1.29Bracing Member 0.79 0.79 0.079 1.27Bracing Member 0.83 0.83 0.035 1.58Bracing Member 0.87 0.87 0.078 1.58Bracing Member 0.92 0.92 0.144 1.56Bracing Member 0.95 0.95 0.056 1.87Bracing Member 1 1 0.128 1.87Bracing Member 1.04 1.04 0.238 1.85Bracing Member 1.08 1.08 0.393 1.83Bracing Member 1.08 1.08 0.086 2.16Bracing Member 1.12 1.12 0.195 2.15Bracing Member 1.16 1.16 0.366 2.13Bracing Member 1.2 1.2 0.608 2.11Bracing Member 1.2 1.2 0.123 2.45Bracing Member 1.25 1.25 0.283 2.44Bracing Member 1.29 1.29 0.533 2.42Bracing Member 1.33 1.33 0.889 2.40Bracing Member 1.32 1.32 0.171 2.72Bracing Member 1.37 1.37 0.393 2.72Bracing Member 1.41 1.41 0.744 2.70Bracing Member 1.45 1.45 1.246 2.68Bracing Member 1.49 1.49 1.916 2.65Bracing Member 1.52 1.52 2.769 2.62Bracing Member 1.53 1.53 1.005 2.98Bracing Member 1.57 1.57 1.687 2.96Bracing Member 1.65 1.65 3.773 2.92Bracing Member 1.72 1.72 6.944 2.87Bracing Member 1.6 1.6 0.694 3.26Bracing Member 1.65 1.65 1.320 3.25Bracing Member 1.69 1.69 2.222 3.24Bracing Member 1.77 1.77 4.995 3.20Bracing Member 1.85 1.85 9.243 3.16Bracing Member 1.77 1.77 1.695 3.54Bracing Member 1.81 1.81 2.860 3.52Bracing Member 1.89 1.89 6.456 3.48Bracing Member 1.97 1.97 12.000 3.44Bracing Member 1.89 1.89 2.136 3.82Bracing Member 1.94 1.94 3.609 3.81Bracing Member 1.97 1.97 5.604 3.77Bracing Member 2.02 2.02 8.178 3.76Bracing Member 2.1 2.1 15.257 3.73Bracing Member 2.02 2.02 2.646 4.12Bracing Member 2.06 2.06 4.479 4.10Bracing Member 2.14 2.14 10.181 4.06Bracing Member 2.22 2.22 19.056 4.02Bracing Member 2.18 2.18 5.478 4.38Bracing Member 2.27 2.27 12.486 4.35Bracing Member 2.34 2.34 23.438 4.29Bracing Member 2.42 2.42 38.902 4.25Bracing Member 2.42 2.42 7.902 4.93Bracing Member 2.51 2.51 18.092 4.90Bracing Member 2.59 2.59 34.118 4.86Bracing Member 2.66 2.66 56.900 4.81Bracing Member 2.67 2.67 10.952 5.51Bracing Member 2.69 2.69 17.124 5.45

Bracing Member 2.76 2.76 25.166 5.48Bracing Member 2.84 2.84 47.632 5.44Bracing Member 2.92 2.92 79.736 5.40Bracing Member 3.02 3.02 148.397 5.30Bracing Member 3 3 33.878 6.05Bracing Member 3.09 3.09 64.313 6.01Bracing Member 3.17 3.17 107.987 5.97Bracing Member 3.32 3.32 241.484 5.87Bracing Member 3.23 3.23 44.399 6.58Bracing Member 3.31 3.31 84.493 6.54Bracing Member 3.4 3.4 142.228 6.51Bracing Member 3.51 3.51 266.968 6.44Bracing Member 3.5 3.5 56.900 7.20Bracing Member 3.55 3.55 80.055 7.19Bracing Member 3.59 3.59 108.507 7.17Bracing Member 3.67 3.67 183.036 7.12Bracing Member 3.82 3.82 413.206 7.02Bracing Member 4.08 4.08 169.368 8.31Bracing Member 4.16 4.16 286.654 8.26Bracing Member 4.25 4.25 542.558 8.14Bracing Member 4.31 4.31 651.557 8.16Bracing Member 4.37 4.37 908.244 8.08Bracing Member 4.46 4.46 1219.556 8.06Bracing Member 4.98 4.98 962.429 9.83Bracing Member 5.1 5.1 1620.068 9.78Bracing Member 5.18 5.18 2183.556 9.74Bracing Member 5.39 5.39 700.933 11.12Bracing Member 5.56 5.56 1610.613 11.04Bracing Member 5.7 5.7 3048.444 10.94Bracing Member 5.84 5.84 5103.108 10.79Bracing Member 5.9 5.9 5722.046 10.81


cm cm27 28

Bracing Member 0 0.591 0.019 1.44

Bracing Member 0 0.632 0.041 1.46Bracing Member 0 0.709 0.039 1.70Bracing Member 0 0.751 0.087 1.72Bracing Member 0 0.791 0.158 1.74Bracing Member 0 0.83 0.069 1.96Bracing Member 0 0.875 0.156 1.98Bracing Member 0 0.915 0.289 2.00Bracing Member 0 0.954 0.113 2.23Bracing Member 0 0.999 0.256 2.25Bracing Member 0 1.04 0.477 2.27Bracing Member 0 1.08 0.786 2.29Bracing Member 0 1.08 0.171 2.51Bracing Member 0 1.12 0.390 2.53Bracing Member 0 1.16 0.732 2.54Bracing Member 0 1.2 1.216 2.55

Cx Cy

Bracing Member 0 1.2 0.247 2.79Bracing Member 0 1.25 0.565 2.81Bracing Member 0 1.29 1.066 2.82Bracing Member 0 1.33 1.778 2.84Bracing Member 0 1.32 0.342 3.06Bracing Member 0 1.37 0.786 3.09Bracing Member 0 1.41 1.488 3.10Bracing Member 0 1.45 2.492 3.11Bracing Member 0 1.49 3.832 3.12Bracing Member 0 1.52 5.537 3.12Bracing Member 0 1.53 2.010 3.37Bracing Member 0 1.57 3.375 3.38Bracing Member 0 1.65 7.546 3.40Bracing Member 0 1.72 13.889 3.42Bracing Member 0 1.6 1.387 3.62Bracing Member 0 1.65 2.640 3.64Bracing Member 0 1.69 4.445 3.65Bracing Member 0 1.77 9.991 3.67Bracing Member 0 1.85 18.486 3.70Bracing Member 0 1.77 3.391 3.92Bracing Member 0 1.81 5.720 3.93Bracing Member 0 1.89 12.913 3.95Bracing Member 0 1.97 24.000 3.97Bracing Member 0 1.89 4.271 4.19Bracing Member 0 1.94 7.218 4.22Bracing Member 0 1.97 11.208 4.21Bracing Member 0 2.02 16.355 4.23Bracing Member 0 2.1 30.514 4.26Bracing Member 0 2.02 5.293 4.49Bracing Member 0 2.06 8.958 4.50Bracing Member 0 2.14 20.361 4.51Bracing Member 0 2.22 38.111 4.53Bracing Member 0 2.18 10.957 4.77Bracing Member 0 2.27 24.973 4.80Bracing Member 0 2.34 46.875 4.80Bracing Member 0 2.42 77.803 4.83Bracing Member 0 2.43 15.804 5.33Bracing Member 0 2.51 36.185 5.35Bracing Member 0 2.59 68.236 5.37Bracing Member 0 2.67 113.799 5.38Bracing Member 0 2.68 21.904 5.90Bracing Member 0 2.7 34.248 5.88Bracing Member 0 2.76 50.332 5.92Bracing Member 0 2.84 95.264 5.93Bracing Member 0 2.92 159.472 5.95Bracing Member 0 3.02 296.795 5.95Bracing Member 0 3 67.756 6.48Bracing Member 0 3.09 128.625 6.51Bracing Member 0 3.17 215.974 6.52Bracing Member 0 3.32 482.968 6.54Bracing Member 0 3.24 88.798 7.02Bracing Member 0 3.32 168.986 7.03Bracing Member 0 3.41 284.456 7.06Bracing Member 0 3.52 533.936 7.07Bracing Member 0 3.5 113.799 7.63Bracing Member 0 3.53 160.109 7.62Bracing Member 0 3.59 217.014 7.65

Bracing Member 0 3.67 366.072 7.66Bracing Member 0 3.82 826.413 7.67Bracing Member 0 4.08 338.736 8.79Bracing Member 0 4.16 573.309 8.79Bracing Member 0 4.25 1085.115 8.75Bracing Member 0 4.31 1303.114 8.80Bracing Member 0 4.37 1816.487 8.77Bracing Member 0 4.46 2439.111 8.82Bracing Member 0 4.98 1924.857 10.44Bracing Member 0 5.1 3240.137 10.46Bracing Member 0 5.18 4367.111 10.46Bracing Member 0 5.39 1401.866 11.64Bracing Member 0 5.55 3221.225 11.66Bracing Member 0 5.71 6096.889 11.66Bracing Member 0 5.84 10206.216 11.63Bracing Member 0 5.9 11444.092 11.68

23 24 25 26 27 28 29 30Bracing Member 0.019 0.00

Bracing Member 0.041 0.00Bracing Member 0.039 0.00Bracing Member 0.087 0.00Bracing Member 0.158 0.00Bracing Member 0.069 0.00Bracing Member 0.156 0.00Bracing Member 0.289 0.00Bracing Member 0.113 0.00Bracing Member 0.256 0.00Bracing Member 0.477 0.00Bracing Member 0.786 0.00Bracing Member 0.171 0.00Bracing Member 0.390 0.00Bracing Member 0.732 0.00Bracing Member 1.216 0.00Bracing Member 0.247 0.00Bracing Member 0.565 0.00Bracing Member 1.066 0.00Bracing Member 1.778 0.00Bracing Member 0.342 2.74Bracing Member 0.786 2.73Bracing Member 1.488 2.72Bracing Member 2.492 2.69Bracing Member 3.832 0.00Bracing Member 5.537 0.00Bracing Member 2.010 2.98Bracing Member 3.375 2.97Bracing Member 7.546 2.93Bracing Member 13.889 2.87Bracing Member 1.387 0.00Bracing Member 2.640 3.27Bracing Member 4.445 3.24Bracing Member 9.991 3.21Bracing Member 18.486 3.15Bracing Member 3.391 3.55Bracing Member 5.720 3.54Bracing Member 12.913 3.49Bracing Member 24.000 3.45

Bracing Member 4.271 3.83Bracing Member 7.218 3.82Bracing Member 11.208 0.00Bracing Member 16.355 3.78Bracing Member 30.514 3.73Bracing Member 5.293 4.13Bracing Member 8.958 4.12Bracing Member 20.361 4.07Bracing Member 38.111 4.02Bracing Member 10.957 4.40Bracing Member 24.973 4.36Bracing Member 46.875 4.30Bracing Member 77.803 4.26Bracing Member 15.804 4.95Bracing Member 36.185 4.91Bracing Member 68.236 4.86Bracing Member 113.799 4.82Bracing Member 21.904 5.53Bracing Member 34.248 0.00Bracing Member 50.332 5.49Bracing Member 95.264 5.44Bracing Member 159.472 5.40Bracing Member 296.795 0.00Bracing Member 67.756 6.05Bracing Member 128.625 6.01Bracing Member 215.974 5.97Bracing Member 482.968 0.00Bracing Member 88.798 0.00Bracing Member 168.986 0.00Bracing Member 284.456 0.00Bracing Member 533.936 0.00Bracing Member 113.799 7.21Bracing Member 160.109 0.00Bracing Member 217.014 7.17Bracing Member 366.072 7.11Bracing Member 826.413 0.00Bracing Member 338.74 8.29Bracing Member 573.31 8.24Bracing Member 1085.12 8.17Bracing Member 1303.11 0.00Bracing Member 1816.49 8.10Bracing Member 2439.11 0.00Bracing Member 1924.86 0.00Bracing Member 3240.14 0.00Bracing Member 4367.11 0.00Bracing Member 1401.87 11.09Bracing Member 3221.23 0.00Bracing Member 6096.89 10.79Bracing Member 10206.22 0.00Bracing Member 11444.09 0.00


cm cm

Cx Cy

Bracing Member 0.493 0.977 0.022 1.07Bracing Member 0.534 1.02 0.049 1.06Bracing Member 0.573 1.06 0.091 1.05Bracing Member 0.573 1.3 0.053 1.42Bracing Member 0.616 1.35 0.119 1.42Bracing Member 0.656 1.39 0.223 1.41Bracing Member 0.694 1.43 0.368 1.40Bracing Member 0.69 1.42 0.079 1.65Bracing Member 0.733 1.47 0.180 1.64Bracing Member 0.773 1.51 0.339 1.63Bracing Member 0.812 1.55 0.563 1.61Bracing Member 0.654 1.63 0.103 1.79Bracing Member 0.698 1.68 0.236 1.78Bracing Member 0.738 1.72 0.444 1.77Bracing Member 0.777 1.76 0.741 1.75Bracing Member 0.964 1.95 0.843 2.20Bracing Member 1.01 1.99 1.415 2.18Bracing Member 1.08 2.07 3.161 2.16Bracing Member 1.08 2.07 1.114 2.42Bracing Member 1.12 2.11 1.874 2.40Bracing Member 1.2 2.19 4.208 2.38Bracing Member 1.04 2.27 1.334 2.55Bracing Member 1.09 2.32 2.249 2.54Bracing Member 1.16 2.4 5.069 2.52Bracing Member 1.24 2.48 9.406 2.48Bracing Member 1.16 2.39 1.695 2.77Bracing Member 1.2 2.44 2.862 2.76Bracing Member 1.28 2.52 6.475 2.74Bracing Member 1.36 2.6 12.059 2.71Bracing Member 1.12 2.6 1.988 2.91Bracing Member 1.16 2.64 3.362 2.90Bracing Member 1.24 2.73 7.628 2.87Bracing Member 1.32 2.81 14.250 2.84Bracing Member 1.4 2.88 5.062 3.33Bracing Member 1.48 2.97 11.544 3.30Bracing Member 1.56 3.05 21.681 3.28Bracing Member 1.63 3.12 36.008 3.24Bracing Member 1.47 3.2 6.906 3.69Bracing Member 1.56 3.29 15.811 3.66Bracing Member 1.64 3.37 29.816 3.63Bracing Member 1.78 3.01 7.716 3.84Bracing Member 1.87 3.1 17.673 3.82Bracing Member 1.95 3.19 33.344 3.79Bracing Member 2.03 3.27 55.636 3.77Bracing Member 1.59 4.06 13.135 4.53Bracing Member 1.68 4.15 30.286 4.51Bracing Member 1.76 4.24 57.528 4.48Bracing Member 2.24 3.72 15.567 4.89Bracing Member 2.32 3.8 35.913 4.86Bracing Member 2.4 3.89 68.250 4.84Bracing Member 2.48 3.97 114.726 4.80Bracing Member 1.54 5.24 49.352 5.25Bracing Member 1.62 5.33 94.212 5.22Bracing Member 1.7 5.42 159.096 5.18Bracing Member 2.76 4.48 63.712 5.88Bracing Member 2.84 4.57 121.656 5.86

Bracing Member 2.92 4.65 205.489 5.83Bracing Member 3.07 4.81 465.161 5.76Bracing Member 2.03 6.98 229.785 7.02Bracing Member 2.11 7.07 390.334 7.00Bracing Member 2.27 7.23 893.904 6.93Bracing Member 3.55 6.02 290.653 7.82Bracing Member 3.63 6.11 493.794 7.79Bracing Member 3.79 6.27 1131.085 7.71Bracing Member 3.94 6.42 2134.000 7.65Bracing Member 0.441 1.42 0.048 1.37Bracing Member 0.481 1.47 0.108 1.36Bracing Member 0.519 1.51 0.202 1.35Bracing Member 0.681 2.15 0.732 2.05Bracing Member 0.721 2.2 1.229 2.04Bracing Member 1.05 2.04 2.182 2.17Bracing Member 1.25 1.99 1.220 2.52Bracing Member 1.29 2.04 2.053 2.50Bracing Member 1.33 2.08 3.174 2.49Bracing Member 1.37 2.11 4.613 2.47Bracing Member 1.21 2.2 1.440 2.65Bracing Member 1.25 2.24 2.428 2.64Bracing Member 1.29 2.28 3.760 2.62Bracing Member 1.33 2.32 5.473 2.60Bracing Member 1.25 2.48 4.441 2.75Bracing Member 0.843 2.81 1.799 2.77Bracing Member 0.884 2.85 3.043 2.76Bracing Member 0.924 2.9 4.729 2.74Bracing Member 0.963 2.94 6.907 2.73Bracing Member 1.48 2.47 3.850 3.07Bracing Member 1.52 2.51 5.984 3.05Bracing Member 1.56 2.55 8.741 3.04Bracing Member 1.56 2.79 5.381 3.42Bracing Member 1.6 2.83 8.383 3.41Bracing Member 1.64 2.88 12.274 3.39Bracing Member 1.72 2.96 23.059 3.36Bracing Member 1.04 3.49 6.099 3.47Bracing Member 1.08 3.54 9.520 3.46Bracing Member 1.12 3.59 13.967 3.44Bracing Member 1.2 3.67 26.347 3.41Bracing Member 1.52 3.23 10.778 3.67Bracing Member 1.87 3.84 28.443 4.45Bracing Member 1.95 3.93 53.965 4.43Bracing Member 2.03 4.01 90.565 4.40Bracing Member 1.84 4.31 96.656 4.45Bracing Member 1.35 4.79 35.201 4.66Bracing Member 1.43 4.88 67.028 4.64Bracing Member 1.51 4.97 112.899 4.61Bracing Member 1.58 5.28 69.471 5.23Bracing Member 1.81 5.53 300.111 5.13Bracing Member 2.04 5 101.743 5.42Bracing Member 2.12 5.08 171.777 5.38Bracing Member 2.23 5.21 323.921 5.34Bracing Member 2.22 7.16 742.948 6.91Bracing Member 3.73 6.21 940.028 7.71Bracing Member 3.85 6.33 1582.917 7.66

23 24 25 26 27 28 29 30

Column/Beam 4.15Column/Beam 5.47Column/Beam 7.06Column/Beam 8.36Column/Beam 9.10Column/Beam 9.87Column/Beam 10.93Column/Beam 11.73Column/Beam 13.77Column/Beam 15.78Column/Beam 17.43

23 24 25 26 27 28 29 30Column/Beam 224.4 3.65Column/Beam 891.3 4.70Column/Beam 3397.8 5.92Column/Beam 8473.3 7.01Column/Beam 13354.0 7.87Column/Beam 19798.2 8.74Column/Beam 33458.7 9.74Column/Beam 47362.9 10.62Column/Beam 102279.7 12.39Column/Beam 201208.8 14.16Column/Beam 302544.4 15.96

23 24 25 26 27 28 29 30Column/Beam 20 1 1345378.7 18.20Column/Beam 20 1.2 1463616.0 18.45Column/Beam 20 1.6 1706666.7 18.91Column/Beam 20 2 1958592.0 19.31Column/Beam 20 2.5 2286173.7 19.75Column/Beam 20 3.2 2768896.0 20.31Column/Beam 20 1 1531869.0 20.15Column/Beam 20 1.2 1680008.3 20.41Column/Beam 20 1.6 1983687.0 20.88Column/Beam 20 2 2297339.0 21.29Column/Beam 20 2.5 2703624.0 21.76Column/Beam 20 3.2 3299415.0 22.34Column/Beam 20 4 4019679.0 22.94Column/Beam 25 1 3610917.3 22.55Column/Beam 25 1.2 3965002.5 22.84Column/Beam 25 1.6 4689198.0 23.35Column/Beam 25 2 5434968.4 23.81Column/Beam 25 2.5 6397902.1 24.31Column/Beam 25 3.2 7804229.6 24.93Column/Beam 25 4 9496195.5 25.56Column/Beam 25 1 4781638.4 24.41Column/Beam 25 1.2 5206800.5 24.70Column/Beam 25 1.6 6074676.4 25.23Column/Beam 25 2 6966162.6 25.69Column/Beam 25 2.5 8114103.4 26.21Column/Beam 25 3.2 9784783.8 26.86Column/Beam 25 4 8045105.4 27.52Column/Beam 32 1 11461091.1 26.91Column/Beam 32 1.2 12515892.6 27.24Column/Beam 32 1.6 14665616.7 27.83Column/Beam 32 2 16869272.6 28.35

Column/Beam 32 2.5 19700482.7 28.92Column/Beam 32 3.2 23809073.6 29.61Column/Beam 32 4 28714878.4 30.31

23 24 25 26 27 28 29 30Column/Beam 18 1.0 76212.6 8.50Column/Beam 22 1.0 287496.0 10.87Column/Beam 25 1.0 1065143.6 13.41Column/Beam 30 1.0 1992555.4 15.51Column/Beam 30 1.0 2889815.0 17.35Column/Beam 30 2.0 5366088.0 20.45Column/Beam 30 2.0 7162795.8 22.40Column/Beam 30 2.0 8963593.7 24.34Column/Beam 30 2.0 11531260.6 26.21Column/Beam 30 2.0 14202610.7 28.14

23 24 25 26 27 28 29 30Column/Beam 15150375.0 30.00Column/Beam 20010375.0 33.74Column/Beam 25545375.0 36.08Column/Beam 31755375.0 39.55Column/Beam 46200375.0 46.36

23 24 25 26 27 28 29 30Column/BeamColumn/BeamColumn/BeamColumn/Beam

23 24 25 26 27 28 29 30Column/Beam 112896000 30.53Column/Beam 249018000 35.85Column/Beam 600000000 40.29Column/Beam 1097296875 45.53Column/Beam 2209000000 50.01

23 24 25 26 27 28 29 30Column/Beam 8978203 25.95Column/Beam 13351908 29.55Column/Beam 18290286 33.25Column/Beam 24961500 36.87

Cw

23 24 25 26 27 28 29 30Column/Beam 30749 7.77Column/Beam 142896 10.20Column/Beam 196908 10.36Column/Beam 716627 12.99Column/Beam 897453 13.11Column/Beam 1562218 15.47Column/Beam 2386317 15.80Column/Beam 4174295 18.27Column/Beam 5109711 18.42

23 24 25 26 27 28 29 30Column/Beam 112896000 30.53Column/Beam 3441766 25.33Column/Beam 0 #DIV/0!Column/Beam 0 #DIV/0!Column/Beam 0 #DIV/0!Column/Beam 0 #DIV/0!

r0

SHEAR SHEAR CENTER CENTER check slenderness

d' b' alpha X0 Y0

mm mm mm cm cm flange

31 32 33 34 35 36 37 38 3993 0 0 Non-slender

117 0 0 Non-slender142 0 0 Non-slender166 0 0 Non-slender190 0 0 Non-slender

213.2 0 0 Non-slender237.5 0 0 Non-slender286.9 0 0 Non-slender335.8 0 0 Non-slender

384 0 0 Non-slender432.6 0 0 Non-slender482.8 0 0 Non-slender530.7 0 0 Non-slender579.7 0 0 Non-slender

31 32 33 34 35 36 37 38 39

31 32 33 34 35 36 37 38 39

67.5 37.6 0.42 2.66 0 Non-slender

92.3 47.5 0.41 3.25 0 Non-slender

116.8 62.35 0.42 4.27 0 Non-slender

141 72.15 0.41 4.91 0 Non-slender

164.8 72 0.41 4.83 0 Non-slender

188.6 71.9 0.40 4.77 0 Non-slender

212.6 76.75 0.40 5.07 0 Non-slender

235.9 76.4 0.40 4.96 0 Non-slender

286.4 86.1 0.38 5.23 0 Non-slender

336.5 95.85 0.37 5.55 0 Non-slender

384.7 95.6 0.36 5.43 0 Non-slender

31 32 33 34 35 36 37 38 39

18.5 18.5 0.62 0 4.4 4.4 Non-slender

18 18 0.61 0 4.3 4.3 Non-slender23.5 23.5 0.79 0 5.6 5.6 Non-slender

23 23 0.78 0 5.5 5.5 Non-slender22.5 22.5 0.76 0 5.4 5.4 Non-slender28.5 28.5 0.96 0 6.8 6.8 Non-slender

28 28 0.95 0 6.7 6.7 Non-slender27.5 27.5 0.95 0 6.7 6.7 Non-slender33.5 33.5 1.13 0 8 8 Non-slender

33 33 1.13 0 8 8 Non-slender32.5 32.5 1.12 0 7.9 7.9 Non-slender

32 32 1.10 0 7.8 7.8 Non-slender38.5 38.5 1.32 0 9.3 9.3 Slender


37 37 1.27 0 9 9 Non-slender43.5 43.5 1.48 0 10.5 10.5 Slender


42 42 1.46 0 10.3 10.3 Non-slender48.5 48.5 1.65 0 11.7 11.7 Slender




52 52 1.80 0 12.7 12.7 Non-slender51 51 1.77 0 12.5 12.5 Non-slender50 50 1.73 0 12.2 12.2 Non-slender58 58 1.98 0 14 14 Slender

57.5 57.5 1.98 0 14 14 Non-slender57 57 1.97 0 13.9 13.9 Non-slender56 56 1.94 0 13.7 13.7 Non-slender55 55 1.91 0 13.5 13.5 Non-slender

62.5 62.5 2.15 0 15.2 15.2 Slender62 62 2.14 0 15.1 15.1 Non-slender61 61 2.11 0 14.9 14.9 Non-slender60 60 2.08 0 14.7 14.7 Non-slender

67.5 67.5 2.32 0 16.4 16.4 Slender67 67 2.32 0 16.4 16.4 Non-slender

66.5 66.5 2.29 0 16.2 16.2 Non-slender66 66 2.29 0 16.2 16.2 Non-slender65 65 2.26 0 16 16 Non-slender

72.5 72.5 2.50 0 17.7 17.7 Slender72 72 2.49 0 17.6 17.6 Non-slender71 71 2.46 0 17.4 17.4 Non-slender70 70 2.43 0 17.2 17.2 Non-slender77 77 2.66 0 18.8 18.8 Slender76 76 2.64 0 18.7 18.7 Non-slender75 75 2.60 0 18.4 18.4 Non-slender74 74 2.57 0 18.2 18.2 Non-slender87 87 3.00 0 21.2 21.2 Slender86 86 2.98 0 21.1 21.1 Non-slender85 85 2.96 0 20.9 20.9 Non-slender84 84 2.91 0 20.6 20.6 Non-slender97 97 3.35 0 23.7 23.7 Slender

96.5 96.5 3.31 0 23.4 23.4 Slender

96 96 3.34 0 23.6 23.6 Non-slender95 95 3.31 0 23.4 23.4 Non-slender94 94 3.28 0 23.2 23.2 Non-slender

92.5 92.5 3.21 0 22.7 22.7 Non-slender106 106 3.68 0 26 26 Slender105 105 3.66 0 25.9 25.9 Non-slender104 104 3.63 0 25.7 25.7 Non-slender102 102 3.56 0 25.2 25.2 Non-slender116 116 4.00 0 28.3 28.3 Slender115 115 3.97 0 28.1 28.1 Non-slender114 114 3.96 0 28 28 Non-slender

112.5 112.5 3.90 0 27.6 27.6 Non-slender126 126 4.38 0 31 31 Slender

125.5 125.5 4.38 0 31 31 Slender125 125 4.37 0 30.9 30.9 Slender124 124 4.34 0 30.7 30.7 Non-slender122 122 4.27 0 30.2 30.2 Non-slender145 145 5.06 0 35.8 35.8 Slender144 144 5.03 0 35.6 35.6 Non-slender

142.5 142.5 4.95 0 35 35 Non-slender142 142 4.96 0 35.1 35.1 Non-slender141 141 4.91 0 34.7 34.7 Non-slender140 140 4.89 0 34.6 34.6 Non-slender

172.5 172.5 5.98 0 42.3 42.3 Non-slender171 171 5.94 0 42 42 Non-slender170 170 5.91 0 41.8 41.8 Non-slender194 194 6.77 0 47.9 47.9 Slender192 192 6.73 0 47.6 47.6 Non-slender190 190 6.65 0 47 47 Non-slender188 188 6.56 0 46.4 46.4 Non-slender

187.5 187.5 6.58 0 46.5 46.5 Non-slender

31 32 33 34 35 36 37 38 39

18.5 18.5 0.00 0.44 Non-slender

18 18 0.00 0.43 Non-slender23.5 23.5 0.00 0.56 Non-slender

23 23 0.00 0.55 Non-slender22.5 22.5 0.00 0.54 Non-slender28.5 28.5 0.00 0.68 Non-slender



32 32 0.00 0.78 Non-slender38.5 38.5 0.00 0.93 Slender


37 37 0.00 0.90 Non-slender

43.5 43.5 0.00 1.05 Slender43 43 0.00 1.05 Non-slender

42.5 42.5 0.00 1.04 Non-slender42 42 0.00 1.03 Non-slender




52.5 52.5 0.00 1.28 Non-slender52 52 0.00 1.27 Non-slender51 51 0.00 1.25 Non-slender50 50 0.00 1.22 Non-slender58 58 0.00 1.40 Slender

57.5 57.5 0.00 1.40 Non-slender57 57 0.00 1.39 Non-slender56 56 0.00 1.37 Non-slender55 55 0.00 1.35 Non-slender

62.5 62.5 0.00 1.52 Slender62 62 0.00 1.51 Non-slender61 61 0.00 1.49 Non-slender60 60 0.00 1.47 Non-slender


66.5 66.5 0.00 1.62 Non-slender66 66 0.00 1.62 Non-slender65 65 0.00 1.60 Non-slender

72.5 72.5 0.00 1.77 Slender72 72 0.00 1.76 Non-slender71 71 0.00 1.74 Non-slender70 70 0.00 1.72 Non-slender77 77 0.00 1.88 Slender76 76 0.00 1.87 Non-slender75 75 0.00 1.84 Non-slender74 74 0.00 1.82 Non-slender87 87 0.00 2.13 Slender86 86 0.00 2.11 Non-slender85 85 0.00 2.09 Non-slender84 84 0.00 2.07 Non-slender97 97 0.00 2.38 Slender


92.5 92.5 0.00 2.27 Non-slender106 106 0.00 2.60 Slender105 105 0.00 2.59 Non-slender104 104 0.00 2.57 Non-slender102 102 0.00 2.52 Non-slender116 116 0.00 2.84 Slender115 115 0.00 2.82 Non-slender114 114 0.00 2.81 Non-slender

112.5 112.5 0.00 2.77 Non-slender126 126 0.00 3.10 Slender

125.5 125.5 0.00 3.08 Slender125 125 0.00 3.09 Slender

124 124 0.00 3.07 Non-slender122 122 0.00 3.02 Non-slender145 145 0.00 3.58 Slender144 144 0.00 3.56 Non-slender


172.5 172.5 0.00 4.23 Non-slender171 171 0.00 4.20 Non-slender170 170 0.00 4.18 Non-slender194 194 0.00 4.79 Slender192 192 0.00 4.75 Non-slender190 190 0.00 4.71 Non-slender188 188 0.00 4.64 Non-slender

187.5 187.5 0.00 4.65 Non-slender

31 32 33 34 35 36 37 38 3918.5 18.5 0.00 0.00 Non-slender













52 52 0.00 0.00 Non-slender51 51 0.00 0.00 Non-slender50 50 0.00 0.00 Non-slender58 58 0.00 0.00 Slender




66.5 66.5 0.00 0.00 Non-slender66 66 0.00 0.00 Non-slender65 65 0.00 0.00 Non-slender

72.5 72.5 0.00 0.00 Slender72 72 0.00 0.00 Non-slender71 71 0.00 0.00 Non-slender70 70 0.00 0.00 Non-slender77 77 0.00 0.00 Slender76 76 0.00 0.00 Non-slender75 75 0.00 0.00 Non-slender74 74 0.00 0.00 Non-slender87 87 0.00 0.00 Slender86 86 0.00 0.00 Non-slender85 85 0.00 0.00 Non-slender84 84 0.00 0.00 Non-slender97 97 0.00 0.00 Slender


92.5 92.5 0.00 0.00 Non-slender106 106 0.00 0.00 Slender105 105 0.00 0.00 Non-slender104 104 0.00 0.00 Non-slender102 102 0.00 0.00 Non-slender116 116 0.00 0.00 Slender115 115 0.00 0.00 Non-slender114 114 0.00 0.00 Non-slender

112.5 112.5 0.00 0.00 Non-slender126 126 0.00 0.00 Slender

125.5 125.5 0.00 0.00 Slender125 125 0.00 0.00 Slender124 124 0.00 0.00 Non-slender122 122 0.00 0.00 Non-slender145 145 0.00 0.00 Slender144 144 0.00 0.00 Non-slender


172.5 172.5 0.00 0.00 Non-slender171 171 0.00 0.00 Non-slender170 170 0.00 0.00 Non-slender194 194 0.00 0.00 Slender192 192 0.00 0.00 Non-slender190 190 0.00 0.00 Non-slender188 188 0.00 0.00 Non-slender

187.5 187.5 0.00 0.00 Non-slender

31 32 33 34 35 36 37 38 39

18.5 28.5 Non-slender18 28 Non-slender

17.5 27.5 Non-slender23.5 38.5 Non-slender

23 38 Non-slender22.5 37.5 Non-slender






37 57 Non-slender36 56 Non-slender

42.5 62.5 Non-slender42 62 Non-slender41 61 Non-slender

42.5 67.5 Non-slender42 67 Non-slender41 66 Non-slender40 65 Non-slender


47.5 77.5 Non-slender47 77 Non-slender46 76 Non-slender45 75 Non-slender57 87 Non-slender56 86 Non-slender55 85 Non-slender54 84 Non-slender62 97 Non-slender61 96 Non-slender60 95 Non-slender72 97 Non-slender71 96 Non-slender70 95 Non-slender69 94 Non-slender72 122 Non-slender71 121 Non-slender70 120 Non-slender92 122 Slender91 121 Non-slender90 120 Non-slender89 119 Non-slender71 146 Non-slender70 145 Non-slender69 144 Non-slender

111 146 Slender110 145 Non-slender


95 195 Non-slender94 194 Non-slender92 192 Non-slender

145 195 Slender144 194 Non-slender142 192 Non-slender140 190 Non-slender



27 57 Non-slender36.5 56.5 Non-slender47.5 62.5 Non-slender




46 66 Non-slender46.5 71.5 Non-slender37.5 77.5 Non-slender






61.5 96.5 Non-slender76 116 Non-slender75 115 Non-slender74 114 Non-slender69 119 Non-slender61 131 Non-slender60 130 Non-slender59 129 Non-slender





31 32 33 34 35 36 37 38 39

31 32 33 34 35 36 37 38 39

31 32 33 34 35 36 37 38 39394396400404409416447449453457462469477

497.6499.6503.6507.6512.6519.6527.6545.3547.3551.3555.3560.3567.3475.3596.4598.4602.4606.4

611.4618.4626.4

31 32 33 34 35 36 37 38 39132180

227.5276.9325.8

364412.6462.8510.7559.7

31 32 33 34 35 36 37 38 39670770870970

1170

31 32 33 34 35 36 37 38 39

31 32 33 34 35 36 37 38 39560660750850940

31 32 33 34 35 36 37 38 39565663762860

d' b' alpha X0 Y0

31 32 33 34 35 36 37 38 39148.2192.2195.4243.0246.2292.5298.8338.1341.3

31 32 33 34 35 36 37 38 39560

592.40000

PlasticModulus

check slenderness Axis z-z Axis y-y Star Angle

rvv

web cm

40 16 17Non-slender 58.65 18.3Non-slender 81.85 19.6Non-slender 110.48 22.4Non-slender 166.08 32.2Non-slender 253.86 50Non-slender 348.27 66.4Non-slender 465.71 89.8Non-slender 651.74 110.7Non-slender 889.57 129.7Non-slender 1176.18 149.4Non-slender 1533.36 186.8Non-slender 2074.67 259.5Non-slender 2711.98 327.6Slender 3510.63 429

40 16 17Plastic

ModulusAxis z-z Axis y-y

40 16 17

Non-slender 24.17 8.69 60.00 12.5 31.67838

Non-slender 43.83 14.3 84.60 16.9

Non-slender 77.15 25.56 108.60 20.5

Non-slender 119.82 37.88 132.00 23.2

Non-slender 161.65 44.4 154.60 25.8

Non-slender 211.26 51.07 177.20 28.6

Non-slender 277.93 63.64 200.20 30.8

Non-slender 356.72 73.9 221.80 30.8

Non-slender 496.77 91.21 272.80 35.0

Non-slender 672.2 110.7 323.00 38.9

Non-slender 891.03 127.69 369.40 42.0

40 16 17

17 18

Zz Zy

cm3 cm3

Zz Zy

cm3 cm3

Zz Zy

40 16 17

17 18

Zz Zy

40 16 17

1.941.931.921.90

2.112.102.072.03

2.312.292.272.232.512.502.472.44

2.712.70

2.672.642.922.912.882.843.113.083.043.013.503.473.443.413.91

3.883.853.82

4.284.254.22

5.10

5.075.03

5.865.835.78

5.73

7.84

7.63

40 16 17

Zz Zy

17 18Non-slenderNon-slenderNon-slenderSlenderNon-slenderNon-slenderNon-slenderSlenderNon-slenderNon-slenderNon-slenderSlenderNon-slenderNon-slenderNon-slenderNon-slenderNon-slenderNon-slenderSlenderNon-slenderNon-slenderSlenderNon-slenderNon-slenderNon-slenderSlenderNon-slenderNon-slenderNon-slenderSlenderSlenderNon-slenderNon-slenderSlenderNon-slenderNon-slenderNon-slenderSlenderNon-slenderNon-slenderSlenderNon-slenderNon-slenderNon-slenderSlenderSlenderNon-slenderSlenderSlenderNon-slenderNon-slenderSlenderSlenderNon-slenderSlenderSlender

Non-slenderNon-slenderSlenderSlenderNon-slenderSlenderSlenderNon-slenderNon-slenderSlenderNon-slenderNon-slenderNon-slenderNon-slenderNon-slenderSlenderNon-slenderNon-slenderNon-slenderSlenderNon-slenderNon-slenderNon-slenderNon-slenderSlenderSlenderNon-slenderNon-slenderSlenderNon-slenderNon-slenderSlenderSlenderNon-slenderNon-slenderSlenderSlenderNon-slenderNon-slenderSlenderSlenderNon-slenderNon-slenderNon-slenderSlenderSlenderNon-slenderSlenderNon-slenderSlenderNon-slenderNon-slenderSlenderSlenderNon-slender

40 16 17

0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

40 16 170.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

40 16 171020.00 88.901020.00 88.901020.00 88.901020.00 88.901020.00 88.901020.00 88.901350.00 111.001350.00 111.001350.00 111.001350.00 111.001350.00 111.001350.00 111.001350.00 111.001810.00 152.001810.00 152.001810.00 152.001810.00 152.001810.00 152.001810.00 152.001810.00 152.002360.00 193.002360.00 193.002360.00 193.002360.00 193.002360.00 193.002360.00 193.002360.00 193.003060.00 252.003060.00 252.003060.00 252.003060.00 252.00

3060.00 252.003060.00 252.003060.00 252.00

40 16 17110.48 12.50253.86 27.40465.71 53.50651.74 69.50889.57 76.80

1176.18 88.901533.36 111.002074.67 152.002711.98 193.003510.63 252.00

40 16 170.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

40 16 170.00 0.000.00 0.000.00 0.000.00 0.00

40 16 170.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

40 16 175350.00 1156.007032.00 1257.008699.00 1312.00

10810.00 1414.00

40 16 17247.70 111.60497.40 230.90656.10 305.30

1224.00 575.301484.00 697.001592.00 726.102297.00 1053.002479.00 1199.002965.00 1435.00

40 16 170.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

Zz Zy

39.59798

end plate-splice connection

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