RCC Structures Design A pre-stressed concrete member is preferred because All listed here Its dimensions are not decided from the diagonal tensile stress Large size of long beams carrying large shear force need not be adopted Removal of cracks in the members due to shrinkage All listed here Its dimensions are not decided from the diagonal tensile stress Large size of long beams carrying large shear force need not be adopted Removal of cracks in the members due to shrinkage ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum shear stress (qmax) in a rectangular beam is 2.0 times the average 1.75 times the average 1.25 times the average 1.50 times the average 2.0 times the average 1.75 times the average 1.25 times the average 1.50 times the average ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 8 legged 12 legged 10 legged 6 legged 8 legged 12 legged 10 legged 6 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is 1400 kg/cm² 230 kg/cm² 260 kg/cm² 190 kg/cm² 1400 kg/cm² 230 kg/cm² 260 kg/cm² 190 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The steel generally used in R.C.C. work, is High carbon steel Mild steel Stainless High tension steel High carbon steel Mild steel Stainless High tension steel ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is 40 50 45 55 40 50 45 55 ANSWER DOWNLOAD EXAMIANS APP
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