RCC Structures Design If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is 58 d 28 d 38 d 48 d 58 d 28 d 38 d 48 d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to 20 15 10 25 20 15 10 25 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a simply supported slab, alternate bars are curtailed at 1/5th of the span 1/4th of the span 1/7th of the span 1/6th of the span 1/5th of the span 1/4th of the span 1/7th of the span 1/6th of the span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The toe projection of foundation slabs is taken Equal to heel slab As one sixth of overall height of the wall As one third of the base Below ground surface Equal to heel slab As one sixth of overall height of the wall As one third of the base Below ground surface ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design High strength concrete is used in pre-stressed member All listed here To provide high bond stresses To overcome high bearing stresses developed at the ends To overcome bursting stresses at the ends All listed here To provide high bond stresses To overcome high bearing stresses developed at the ends To overcome bursting stresses at the ends ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If T and R are tread and rise respectively of a stair, then 2R + T = 30 R + 2T= 30 2R + T = 60 R + 2T = 60 2R + T = 30 R + 2T= 30 2R + T = 60 R + 2T = 60 ANSWER DOWNLOAD EXAMIANS APP
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