1. Determine the theoretical buckling strength (Euler buckling load) for a W8×58 A992 column with an effective length of 20 ft. Will the theoretical column buckle or yield at this length?

Answered: 1. Determine the theoretical buckling…

1. Determine the theoretical buckling strength (Euler buckling load) for a W8x58 A992 column with an effective length of 20 ft. Will the theoretical column buckle or yield at this length?

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

1. Determine the theoretical buckling strength (Euler buckling load) for a W8×58 A992 column with an effective length of 20 ft. Will the theoretical column buckle or yield at this length?

Expert Solution

Step 1

Given data:

Section W8x58 A992 steel

For A992 steel, E=29 ksi

Effective length,L _e= 20 ft.

= 20 x 12

= 240 lb

I_min= 75.1 in⁴

A = 17.1 in²

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