- (A) about 0.1 N/mm2
- (B) zero
- (C) 0.3 N/mm2 to 0.7 N/mm2
- (D) about 1.0 N/mm2
Civil Engineering Mcqs
- (A) 3.0 m and 1.5 m
- (B) 1.5 m and 3.0 m
- (C) 3.0 m and 3.0 m
- (D) 1.5 m and 1.5 m
- (A) 1/3
- (B) 1/5
- (C) 1/7
- (D) 1/10 where 1 is the span
- (A) 10%
- (B) 20%
- (C) 30%
- (D) 40%
- (A) less than 1
- (B) between 1 and 1.5
- (C) between 1.5 and 2.0
- (D) greater than 2
- (A) depends on as, only
- (B) depends on aCbC only
- (C) depends on both crst and acbc
- (D) is independant of both ast and acbc where d is the effective depth, ast is per-missible stress in steel in tension and ocbc is permissible stress in concrete in bend¬ing compression
- (A) 20 kN/cm2
- (B) 200 kN/cm2
- (C) 200kN/mm2
- (D) 2xl06N/cm2
- (A) is always less than 1
- (B) is always greater than 1
- (C) can be more than 1
- (D) can be less than 1
- (A) not needed
- (B) provided equally on inner and front faces
- (C) provided more on inner face than on front face
- (D) provided more on front face than on inner face
- (A) L-shaped wall
- (B) T-shaped wall
- (C) counterfort type
- (D) all of the above
