RCC Structures Design The self-weight of the footing, is Both (b) and (c) Not considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Also considered for calculating the upward pressure on footing Both (b) and (c) Not considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Also considered for calculating the upward pressure on footing ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at Supports Mid span Quarter span Every section Supports Mid span Quarter span Every section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than b/3 b/6 b/4 b/5 b/3 b/6 b/4 b/5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is 175 kg/cm² 49.9 kg/cm² 250 kg/cm² 100 kg/cm² 175 kg/cm² 49.9 kg/cm² 250 kg/cm² 100 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called Critical section Economic section Under-reinforced section Over reinforced section Critical section Economic section Under-reinforced section Over reinforced section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The length of the straight portion of a bar beyond the end of the hook, should be at least Thrice the diameter Seven times the diameter Twice the diameter Four times the diameter Thrice the diameter Seven times the diameter Twice the diameter Four times the diameter ANSWER DOWNLOAD EXAMIANS APP
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