Question: problem (3): Given: A 24 times 24 column has been designed using the following diagram. The axial load on the column is Pn=1,200

problem (3):\ Given: A 24 "

\\\\times 24

" column has been designed using the following diagram. The axial load on the column is

Pn=1,200

kips, and the steel ratio is

\\\ ho =0.03

.\ Using the following diagram, determine the load eccentricity (e), and the maximum design moment capacity the column (

\\\\phi Mn

. ( 30 points)

$problem (3):\ Given: A 24 " \\\\times 24 " column$

Problem (3): Given: A 24 " 24 " column has been designed using the following diagram. The axial load on the column is Pn=1,200kips, and the steel ratio is =0.03. Using the following diagram, determine the load eccentricity (e), and the maximum design moment capacity the column ( Mn ). ( 30 points)

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