RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 8 legged 10 legged 12 legged 6 legged 8 legged 10 legged 12 legged 6 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is 0.7 H 0.3 H 0.4 H 0.5 H 0.7 H 0.3 H 0.4 H 0.5 H ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called All listed here Economic section Balanced section Critical section All listed here Economic section Balanced section Critical section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is WL²/47 WL²/24 WL²/16 WL/8 WL²/47 WL²/24 WL²/16 WL/8 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The neutral axis of a T-beam exists Below the slab All listed here Within the flange At the bottom edge of the slab Below the slab All listed here Within the flange At the bottom edge of the slab 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 20 mm 25 mm 15 mm 10 mm 20 mm 25 mm 15 mm 10 mm ANSWER DOWNLOAD EXAMIANS APP
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