88a8b8cW 6 x 16 structural steel column is designed for bi-axial bending. Both end connection are fixed ended withunsupported length of 3.0m. The column supports a service dead load "P" & service live load "P".The column also supports a service moment Mx = My = 10 kN.m (ASD) or a factored moment Mux = Muy = 12kN.munsupported length of 3.0m. The column supports a service dead load "P" & service live load "P".DesignationA40Ag (mm2)3058Weightkg/m24373031210.31widthmmbfflange.d (depth)159.51102.36W6 x 16expla'n briefly your cho'ce. (transform your comparative analys's 'nto a narat've form to support your choice)W6 x 254735162.05154.4311.569.27W6 x 20157.48152.9137873974W8 x 21133.8610.16thicknesstfWeb10.29thicknesstw6.60Elastic Propertiesmm 4 mm 3Ix x 106 Sxx 1031678.136.606.3513221731274220298mm.rx66.0468.5867.5688.65mm 4lyx 1062764mm 3Sy x 10636927261mmry24.5438.0038.1032.00Plastic propertiesmm 3Zx x 103192310244334mm 3Zy x 1035614011093h=d-2kh120.65120.65120.65168.28

In axially loaded column both radius of gyration (ry) and gross arae (Ag) increases the loading…

8 8a 8b 8c W 6 x 16 structural steel column is designed for bi-axial bending. Both end connection are fixed ended with unsupported length of 3.0m. The column supports a service dead load "P" & service live load "P". The column also supports a service moment Mx My=10 kN.m (ASD) or a factored moment Mux-Muy = 12kN.m unsupported length of 3.0m. The column supports a service dead load "P" & service live load "P". Designation A40 Ag (mm2) 3058 Weight 4735 3787 3974 kg/m d (depth) 24 mm 37 30 31 width bf flange thickness tf Web thickness 159.51 102.36 10.29 6.60 W6 x 16 expla'n briefly your cho'ce. (transform your comparative analys's into a narat ve form to support your cho'ce) W6 x 25 162.05 154.43 11.56 W6 x 20 157.48 152.91 9.27 W8 x 21 210.31 133.86 10.16 tw Elastic Properties mm 4 mm 3 Ix x 106 Sxx 103 8.13 6.60 6.35 13 22 17 31 167 274 220 298 mm Ex 66.04 68.58 67.56 88.65 mm 4 lyx 106 2 7 6 4 mm 3 Syx 106 36 92 72 61 mm ry 24.54 38.00 38.10 32.00 Plastic properties mm 3 Zxx 103 192 310 244 334 mm 3 Zyx103 56 140 110 93 h=d-2k h 120.65 120.65 120.65 168.28

8 8a 8b 8c W 6 x 16 structural steel column is designed for bi-axial bending. Both end connection are fixed ended with unsupported length of 3.0m. The column supports a service dead load "P" & service live load "P". The column also supports a service moment Mx My=10 kN.m (ASD) or a factored moment Mux-Muy = 12kN.m unsupported length of 3.0m. The column supports a service dead load "P" & service live load "P". Designation A40 Ag (mm2) 3058 Weight 4735 3787 3974 kg/m d (depth) 24 mm 37 30 31 width bf flange thickness tf Web thickness 159.51 102.36 10.29 6.60 W6 x 16 expla'n briefly your cho'ce. (transform your comparative analys's into a narat ve form to support your cho'ce) W6 x 25 162.05 154.43 11.56 W6 x 20 157.48 152.91 9.27 W8 x 21 210.31 133.86 10.16 tw Elastic Properties mm 4 mm 3 Ix x 106 Sxx 103 8.13 6.60 6.35 13 22 17 31 167 274 220 298 mm Ex 66.04 68.58 67.56 88.65 mm 4 lyx 106 2 7 6 4 mm 3 Syx 106 36 92 72 61 mm ry 24.54 38.00 38.10 32.00 Plastic properties mm 3 Zxx 103 192 310 244 334 mm 3 Zyx103 56 140 110 93 h=d-2k h 120.65 120.65 120.65 168.28

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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