2. A steel column 10 m long is fabricated from W section and a cover plate. Determine the safe axialload that the column can carry. Fy = 345 MPa, E = 200 GPa. Use AISC/NSCP Specs.310 mmcover plateAYI 6 mmy2yd110 md2W 310 x 107a) Both ends of column are fixedb) Both ends of column are hingedc) One end fixed, the other end hingedUse design values of k.W 310 x 107A = 13600 mm?d = 311 mmIx = 248x10° mm*ly = 81.2x10° mm“d.

Properties of W310x107 section where 107 is mass/length tw = Thickness of web = 10.9 mmbf = Width…

2. A steel column 10 m long is fabricated from W section and a cover plate. Determine the safe axial load that the column can carry. Fy = 345 MPa, E = 200 GPa. Use AISC/NSCP Specs. 310 mm cover plate y1 – I 6 mm y2 y d1 10 m d2 W 310 x 107 a) Both ends of column are fixed b) Both ends of column are hinged c) One end fixed, the other end hinged Use design values of k. W 310 x 107 A = 13600 mm? d = 311 mm Ix = 248x10° mm ly = 81.2x10° mm“ 主! d

2. A steel column 10 m long is fabricated from W section and a cover plate. Determine the safe axial load that the column can carry. Fy = 345 MPa, E = 200 GPa. Use AISC/NSCP Specs. 310 mm cover plate y1 – I 6 mm y2 y d1 10 m d2 W 310 x 107 a) Both ends of column are fixed b) Both ends of column are hinged c) One end fixed, the other end hinged Use design values of k. W 310 x 107 A = 13600 mm? d = 311 mm Ix = 248x10° mm ly = 81.2x10° mm“ 主! d

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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