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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Concept explainers

Structural components of framed construction

It is a rigid and stable framework of structures that consists of structural members like slabs, beams, and columns that can resist the deformation due to the self-weight and high external loads and transfer the applied loads safely to the substructure and consecutively to the ground. It is made of different materials, such as reinforced concrete, steel, and wood. In ancient days, load-bearing structures were used to build houses and houses were built using load-bearing walls.

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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
AY
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“
d.

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