1. The effective slenderness ratio for laced column shall be _____ times the maximum actual slenderness ratio to account for shear deformations.

[A] 1.5
[B] 2.5
[C] 0.75
[D] 1.05

Answer: Option D

 

2. What is the value of Maximum effective slenderness ratio (KL/r) for a compression flange of beam against lateral torsional buckling?

[A] 180
[B] 250
[C] 300
[D] 350

Answer: Option C

 

3. Maximum effective slenderness ratio for a member carrying compressive loads resulting from dead loads and imposed loads should not exceed ______.

[A] 180
[B] 250
[C] 300
[D] 350

Answer: Option A

 

4. Which one of the following is a compression member?

[A] Purlin
[B] Strut
[C] Girt
[D] Tie

Answer: Option B

 

5. Splices for a compression member are designed as _____.

[A] Pedestal
[B] Compression block
[C] Long column
[D]Short column

Answer: Option D

DSS MCQs 👇

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