- (A) 0.6 Hs and 1.67 Hs
- (B) 0.6 Hs and 1.87 Hs
- (C) 1.27 Hs and 1.87 Hs
- (D) 1.27 Hs and 1.67 Hs
Civil Engineering Mcqs
- (A) the length of design vessel
- (B) the length of design vessel + 10% clearance between adjacent vessels
- (C) the length of design vessel + 20% clearance between adjacent vessels
- (D) twice the length of design vessel
- (A) more
- (B) less
- (C) the same in both the cases
- (D) 100%
- (A) sum of thickness of both leaves
- (B) two-third of the sum of thickness of both the leaves
- (C) actual thickness of the stronger leaf
- (D) larger of (B) and (C)
- (A) 50 cm
- (B) 60 cm
- (C) 75 cm
- (D) 100 cm
- (A) 3
- (B) 5
- (C) 7.5
- (D) 10
- (A) 1 : % : 3
- (B) 1 : Vz: 4>/2
- (C) 1:1:6
- (D) 1:2:9
- (A) lateral restraint but not rotational restraint
- (B) rotational restraint but not lateral restraint
- (C) both lateral and rotational restraints
- (D) neither lateral nor rotational restraint
- (A) shear
- (B) vertical tensile splitting
- (C) buckling
- (D) any of the above
- (A) 10%
- (B) 25%
- (C) 33 1/3%
- (D) 50%

