RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 12 legged 6 legged 8 legged 10 legged 12 legged 6 legged 8 legged 10 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Dimensions of a beam need be changed if the shear stress is more than 20 kg/cm² 15 kg/cm² 25 kg/cm² 10 kg/cm² 20 kg/cm² 15 kg/cm² 25 kg/cm² 10 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The toe projection of foundation slabs is taken As one third of the base As one sixth of overall height of the wall Equal to heel slab Below ground surface As one third of the base As one sixth of overall height of the wall Equal to heel slab Below ground surface ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The design of a retaining wall assumes that the retained earth Is free from moisture All listed here Is not cohesive Is dry Is free from moisture All listed here Is not cohesive Is dry 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 15 mm 10 mm 25 mm 20 mm 15 mm 10 mm 25 mm 20 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The ratio of the breadth to effective depth of a beam is kept 0.75 0.25 0.7 0.5 0.75 0.25 0.7 0.5 ANSWER DOWNLOAD EXAMIANS APP
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