An A36 steel base plate 500x750x49.7mm rests on a circular concrete pedestal with diameter 1,046mm and fe'-27MPa. The column is W24x62 (see ASEP Manual for section properties). Calculate the ultimate column load capacity (LRFD) in KN based on bending stress failure on steel base plat.

An A36 steel base plate 500x750x49.7mm rests on a circular concrete pedestal with diameter 1,046mm and fe'-27MPa. The column is W24x62 (see ASEP Manual for section properties). Calculate the ultimate column load capacity (LRFD) in KN based on bending stress failure on steel base plat.

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

An A36 steel base plate 500x750x49.7mm rests on a circular concrete pedestal with diameter=1,046mm and fe'=27MPa. The column is W24x62 (see ASEP Manual for section
properties).
Calculate the ultimate column load capacity (LRFD) in KN based on bending stress failure on steel base plat.

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Step 2: Calculate the ratio of the area of plate to the pedestal

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