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SAMPLE PROBLEM 1: VSE LRED The A-36 steel W6 x 20 column is pin connected at the top and fixed at the bottom (K = 0.7) and is subjected to the eccentric load P. The beam is laterally supported about its weak axis. The properties of W 6 x 20 relevant to this problem are: A = 3,790 mm² Ix = 17,231,980 mm* d = 157 mm Determine the maximum value of P. The allowable bending stress of the section is Fb = 152MPa.

SAMPLE PROBLEM 1: VSE LRED The A-36 steel W6 x 20 column is pin connected at the top and fixed at the bottom (K = 0.7) and is subjected to the eccentric load P. The beam is laterally supported about its weak axis. The properties of W 6 x 20 relevant to this problem are: A = 3,790 mm² Ix = 17,231,980 mm* d = 157 mm Determine the maximum value of P. The allowable bending stress of the section is Fb = 152MPa.

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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Topic: COMBINED STRESS - STEEL DESIGN

 

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SAMPLE PROBLEM 1: USE LRED The A-36 steel W6 x 20 column is pin connected at the top and fixed at the bottom (K = 0.7) and is subjected to the eccentric load P. The beam is laterally supported about its weak axis. The properties of W 6 x 20 relevant to this problem are: A = 3,790 mm² Ix = 17,231,980 mm d = 157 mm Determine the maximum value of P. The allowable bending stress of the section is Fb = 152MPa.
Transcribed Image Text:SAMPLE PROBLEM 1: USE LRED The A-36 steel W6 x 20 column is pin connected at the top and fixed at the bottom (K = 0.7) and is subjected to the eccentric load P. The beam is laterally supported about its weak axis. The properties of W 6 x 20 relevant to this problem are: A = 3,790 mm² Ix = 17,231,980 mm d = 157 mm Determine the maximum value of P. The allowable bending stress of the section is Fb = 152MPa.
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