RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Vertical shear Diagonal tension Diagonal compression Horizontal shear Vertical shear Diagonal tension Diagonal compression Horizontal shear ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is Four-fifth of the width of the slab Three-fourth of the width of the slab Two-third of the width of the slab Half of the width of the slab Four-fifth of the width of the slab Three-fourth of the width of the slab Two-third of the width of the slab Half of the width of the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum clear cover for R.C.C. columns shall be Greater of 25 mm or diameter Greater of 40 mm or diameter Smaller of 40 mm or diameter Smaller of 25 mm or diameter Greater of 25 mm or diameter Greater of 40 mm or diameter Smaller of 40 mm or diameter Smaller of 25 mm or diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The design of a retaining wall assumes that the retained earth Is free from moisture Is not cohesive Is dry All listed here Is free from moisture Is not cohesive Is dry All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of the topping of a ribbed slab, varies between 5 cm to 8 cm 3 cm to 5 cm 8 cm to 10 cm 12 cm to 15 cm 5 cm to 8 cm 3 cm to 5 cm 8 cm to 10 cm 12 cm to 15 cm 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 25 mm 15 mm 20 mm 10 mm 25 mm 15 mm 20 mm 10 mm ANSWER DOWNLOAD EXAMIANS APP