RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Diagonal compression Vertical shear Diagonal tension Horizontal shear Diagonal compression Vertical shear Diagonal tension Horizontal shear ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. column is treated as short column if its slenderness ratio is less than 56 50 40 30 56 50 40 30 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a beam the local bond stress Sb, is equal to Total perimeter of reinforcement/(Leaver arm × Shear force) Leaver arm/(Shear force × Total perimeter of reinforcement) Leaver arm/(Bending moment × Total perimeter of reinforcement) Shear force/(Leaver arm × Total perimeter of reinforcement) Total perimeter of reinforcement/(Leaver arm × Shear force) Leaver arm/(Shear force × Total perimeter of reinforcement) Leaver arm/(Bending moment × Total perimeter of reinforcement) Shear force/(Leaver arm × Total perimeter of reinforcement) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed 15 10 20 25 15 10 20 25 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Dimensions of a beam need be changed if the shear stress is more than 15 kg/cm² 20 kg/cm² 25 kg/cm² 10 kg/cm² 15 kg/cm² 20 kg/cm² 25 kg/cm² 10 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a L-beam, should be less than Breadth of the rib + half clear distance between ribs Least of the above One-sixth of the effective span Breadth of the rib + four times thickness of the slab Breadth of the rib + half clear distance between ribs Least of the above One-sixth of the effective span Breadth of the rib + four times thickness of the slab ANSWER DOWNLOAD EXAMIANS APP
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