RCC Structures Design An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at 25° 45° 55° 35° 25° 45° 55° 35° ANSWER DOWNLOAD EXAMIANS APP
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 38 d 48 d 28 d 58 d 38 d 48 d 28 d 58 d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design On piles, the drop must be at least 80 cm 124 cm 120 cm 123 cm 80 cm 124 cm 120 cm 123 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is 35 30 25 20 35 30 25 20 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed 25 mm 20 mm 10 mm 15 mm 25 mm 20 mm 10 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is 2.5 2 Less than 2.5 Less than 2 2.5 2 Less than 2.5 Less than 2 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS