RCC Structures Design The maximum ratio of span to depth of a cantilever slab, is 16 8 10 12 16 8 10 12 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a Continuous beam Cantilever beam Simply supported beam None of these Continuous beam Cantilever beam Simply supported beam None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a L-beam, should be less than Least of the above Breadth of the rib + four times thickness of the slab Breadth of the rib + half clear distance between ribs One-sixth of the effective span Least of the above Breadth of the rib + four times thickness of the slab Breadth of the rib + half clear distance between ribs One-sixth of the effective span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds 75 cm 100 cm 120 cm 50 cm 75 cm 100 cm 120 cm 50 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of base slab of a retaining wall generally provided, is Width of the stem at the bottom One fourth of the width of the steam at the bottom One-third of the width of the stem at the bottom One half of the width of the stem at the bottom Width of the stem at the bottom One fourth of the width of the steam at the bottom One-third of the width of the stem at the bottom One half of the width of the stem at the bottom ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To ensure uniform pressure distribution, the thickness of the foundation, is Increased gradually towards the edge Decreased gradually towards the edge Kept uniform throughout Kept zero at the edge Increased gradually towards the edge Decreased gradually towards the edge Kept uniform throughout Kept zero at the edge ANSWER DOWNLOAD EXAMIANS APP