Allowable working stress corresponding to the slenderness ratio of double angles placed back to back and connected to one side of a gusset plate, is reduced to

A)
50%
B)
60%
C)
70%
D)
80%

Correct Answer :   80%

Recently Updated in Steel Structure Design Questions
Which of the following is not a parameter for decrease in strength of slender member?
A)
residual stress
B)
seismic load
C)
initial lack of straightness
D)
variation of material properties

Correct Answer : Option (B) :   seismic load

Explanation : The decrease in strength of slender member is due to following parameter : imperfections- initial lack of straightness, accidental eccentricities of loading, residual stress, and variation of material properties over the cross section.

Which of the following is not a compression member?
A)
tie
B)
boom
C)
strut
D)
rafter

Correct Answer : Option (A) :   tie

Explanation : Strut, boom and rafter are compression members, whereas tie is a tension member.

Rolled steel angle sections are classified as
A)
bulb angles
B)
equal angles
C)
unequal angles
D)
All of the above

Correct Answer : Option (D) :   All of the above

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