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A W8 x 35 steel column has an unsupported height of 8 m. Using A-36 steel with Fy =248 MPa and E = 200,000 MPa. Compute the allowable axial load that the column could carry: If both ends are fixed, If both ends are pinned, and If one end is fixed and the other end is pinned Properties of W8x35: A = 6645.15 mm2

A W8 x 35 steel column has an unsupported height of 8 m. Using A-36 steel with Fy =248 MPa and E = 200,000 MPa. Compute the allowable axial load that the column could carry: If both ends are fixed, If both ends are pinned, and If one end is fixed and the other end is pinned Properties of W8x35: A = 6645.15 mm2

Structural Analysis
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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: A W8 x 35 steel column has an unsupported height of 8 m.
Using A-36 steel with Fy =248 MPa and E = 200,000 MPa. Compute the allowable axial load that the column could
carry: If both ends are fixed, If both ends are pinned, and If one end is fixed and the other end is pinned
Properties of W8x35:
A = 6645.15 mm2
Ix = 52.45 x 106 mm4
Iy = 17.69 x 106 mm4
rx = 88.9 mm
ry = 51.56 mm

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