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Question
Which of the following are the additional moments considered for design of slender compression member in lieu of deflection in x and y directions?
where Pu is axial load; lex and ley are effective lengths in respective directions; D is depth of section perpendicular to major axis; b is width of the member.
A.
B.
C.
D.
Answer ( Option C)

Solution

For a slender compression member, the additional moments due to slenderness are:

Where:

Pu= factored axial load

Ler,ley= effective lengths in x and y directions

D= overall depth of the column

b= width of the column

Therefore, the correct option is:

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