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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F88a6a79c-8e3f-452b-85da-297aac34597f%2Fef3c3df3-e2fc-496b-800a-24114b835836%2F8cux4hu_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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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