- (A) Tangent is equal to the rate of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane
- (B) Sine is equal to the ratio of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane
- (C) Cosine is equal to the ratio of the maximum resistance sliding on any internal inclined plane to the normal pressure acting on the plane
- (D) None of these
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- (A) 4.5 m
- (B) 4.0 m
- (C) 3.5 m
- (D) 3.0 m
- (A) 3 cm to 5 cm
- (B) 5 cm to 8 cm
- (C) 8 cm to 10 cm
- (D) 12 cm to 15 cm
- (A) 1400 kg/cm2
- (B) 190 kg/cm2
- (C) 260 kg/cm2
- (D) 230 kg/cm2
- (A) 30
- (B) 35
- (C) 40
- (D) 50
- (A) Monolithic character
- (B) Fire-resisting and durability
- (C) Economy because of less maintenance cost
- (D) All the above
- (A) 42 diameters from the centre of the column
- (B) 42 diameters from the inner edge of the column
- (C) 42 diameters from the outer edge of the column
- (D) 24 diameters from the centre of the column
- (A) 0.5% and not more than 5% of cross-sectional area
- (B) 0.6% and not more than 6% of cross-sectional area
- (C) 0.7% and not more than 7% of cross-sectional area
- (D) 0.8% and not more than 8% of cross-sectional area
- (A) wh [(1 – )/(1 + sin )]
- (B) wh² [(1 – )/(1 + sin )]
- (C) wh² [(1 – )/2(1 + sin )]
- (D) wh² [(1 – )/3(1 + sin )]
- (A) Flange has adequate reinforcement transverse to beam
- (B) It is built integrally with the beam
- (C) It is effectively bonded together with the beam
- (D) All the above
