RCC Structures Design The Young's modulus of elasticity of steel, is 275 KN/mm² 250 KN/mm² 200 KN/mm² 150 KN/mm² 275 KN/mm² 250 KN/mm² 200 KN/mm² 150 KN/mm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design After pre-stressing process is completed, a loss of stress is due to Shrinkage of concrete Creep of concrete All of the listed here Elastic shortening of concrete Shrinkage of concrete Creep of concrete All of the listed here Elastic shortening of concrete ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For initial estimate for a beam design, the width is assumed 1/20th of span 1/25th of span 1/30th of span 1/15th of span 1/20th of span 1/25th of span 1/30th of span 1/15th of span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be 10 cm 20 cm 5 cm 15 cm 10 cm 20 cm 5 cm 15 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 0.87 7.5 5.8 8.5 0.87 7.5 5.8 8.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The self-weight of the footing, is Not considered for calculating the upward pressure on footing Both (b) and (c) Not considered for calculating the area of the footing Also considered for calculating the upward pressure on footing Not considered for calculating the upward pressure on footing Both (b) and (c) Not considered for calculating the area of the footing Also considered for calculating the upward pressure on footing ANSWER DOWNLOAD EXAMIANS APP
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