Compute the allowable capacity of axially loaded compression steel column in kN as shown having a length of 8.50 meter.It is hinged at the top as well as at the bottom. Use 3 decimals(25 Points)Compute the allowable capacity of axially loaded compression steel column in kN as shown having a length of 8.50 meter.It is hinged at the top as well as at the bottom.bf = 350 mmUse Fy = 248 Mpa and Es = 200,000 Mpatf = 25 mmd = 375 mmtw = 16 mmtf = 25 mm

Let's find out the moment of inertia of the section The section is symmetric about x axis and Y…

Compute the allowable capacity of axially loaded compression steel column in kN as shown having a length of 8.50 meter. It is hinged at the top as well as at the bottom. bf = 350 mm Use Fy = 248 Mpa and Es = 200,000 Mpa tf = 25 mm d = 375 mm tw = 16 mm tf = 25 mm

Compute the allowable capacity of axially loaded compression steel column in kN as shown having a length of 8.50 meter. It is hinged at the top as well as at the bottom. bf = 350 mm Use Fy = 248 Mpa and Es = 200,000 Mpa tf = 25 mm d = 375 mm tw = 16 mm tf = 25 mm

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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Question

Compute the allowable capacity of axially loaded compression steel column in kN as shown having a length of 8.50 meter. It is hinged at the top as well as at the bottom.

Use 3 decimals
(25 Points)
Compute the allowable capacity of axially loaded compression steel column in kN as shown having a length of 8.50 meter.
It is hinged at the top as well as at the bottom.
bf = 350 mm
Use Fy = 248 Mpa and Es = 200,000 Mpa
tf = 25 mm
d = 375 mm
tw = 16 mm
tf = 25 mm

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