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 45° 55° 35° 25° 45° 55° 35° 25° ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than 20 cm 75 cm 30 cm 40 cm 20 cm 75 cm 30 cm 40 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength 300 kg/cm² 100 kg/cm² 400 kg/cm² 200 kg/cm² 300 kg/cm² 100 kg/cm² 400 kg/cm² 200 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than 36 mm diameter 24 mm diameter 30 mm diameter 18 mm diameter 36 mm diameter 24 mm diameter 30 mm diameter 18 mm diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The self-weight of the footing, is 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 Not considered for calculating the upward pressure on footing ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is 25 40 35 30 25 40 35 30 ANSWER DOWNLOAD EXAMIANS APP