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