RCC Structures Design The thickness of the topping of a ribbed slab, varies between 5 cm to 8 cm 8 cm to 10 cm 12 cm to 15 cm 3 cm to 5 cm 5 cm to 8 cm 8 cm to 10 cm 12 cm to 15 cm 3 cm to 5 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than WL/12 (L - D/3)² WL/10 (L + 2D/3)² WL/12 (L - 2D/3)² WL/10 (L - 2D/3)² WL/12 (L - D/3)² WL/10 (L + 2D/3)² WL/12 (L - 2D/3)² WL/10 (L - 2D/3)² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution reinforcement in a simply supported slab, is provided to distribute Shrinkage stress Temperature stress All listed here Load Shrinkage stress Temperature stress All listed here Load ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design On an absolutely rigid foundation base, the pressure will Not be uniform Be zero at the centre of the foundation Be more at the edges of the foundation Be uniform Not be uniform Be zero at the centre of the foundation Be more at the edges of the foundation Be uniform ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design High strength concrete is used in pre-stressed member To overcome high bearing stresses developed at the ends To provide high bond stresses To overcome bursting stresses at the ends All listed here To overcome high bearing stresses developed at the ends To provide high bond stresses To overcome bursting stresses at the ends All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed 4,120 kg 41,200 kg None of these 412,000 kg 4,120 kg 41,200 kg None of these 412,000 kg ANSWER DOWNLOAD EXAMIANS APP
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