- (A) 3
- (B) 5
- (C) 6
- (D) 7
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- (A) equal angles back to back
- (B) unqual legged angles with long legs back to back
- (C) unequal legged angles with short legs back to back
- (D) both (B) or (C)
- (A) 1.5dV/C
- (B) 1.5d¥/C
- (C) 1.5d¥/C2
- (D) 1.5dY/C3
- (A) 0.55 Awfy
- (B) 0.65 Awfy
- (C) 0.75 Awfy
- (D) 0.85 Awfy where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel
- (A) equilibrium condition
- (B) yield condition
- (C) plastic moment condition
- (D) mechanism condition
- (A) is equal to 1
- (B) is always less than 1
- (C) is always greater than 1
- (D) can be less than 1
- (A) equilibrium and mechanism conditions
- (B) equilibrium and plastic moment conditions
- (C) mechanism and plastic moment conditions
- (D) equilibrium condition only
- (A) only on the ultimate stress of the material
- (B) only on the yield stress of the material
- (C) only on the geometry of the section
- (D) both on the yield stress and ultimate stress of material
- (A) lower and upper bounds respectively on the strength of structure
- (B) upper and lower bounds respectively on the strength of structure
- (C) lower bound on the strength of structure
- (D) upper bound on the strength of structure
- (A) rectangular beams up to 300 mm depth
- (B) all rectangular beams
- (C) solid circular beams only
- (D) all square cross-section beams
