RCC Structures Design In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as A key A rib A cut-off wall All listed here A key A rib A cut-off wall All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is 0.9 0.8 0.7 0.6 0.9 0.8 0.7 0.6 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum ratio of span to depth of a cantilever slab, is 8 12 10 16 8 12 10 16 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be. Straight above centroidal axis Straight below centroidal axis Parabolic with convexity downward Parabolic with convexity upward Straight above centroidal axis Straight below centroidal axis Parabolic with convexity downward Parabolic with convexity upward ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the shear stress in a R.C.C. beam is Greater than 20 kg/cm², the size of the section is changed Equal or less than 5 kg/cm², no shear reinforcement is provided Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided All of these Greater than 20 kg/cm², the size of the section is changed Equal or less than 5 kg/cm², no shear reinforcement is provided Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided All of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is (p₁ - p₂) ⅔h [(p₁ + p₂)/4] h [(p₁ - p₂)/2] h [(p₁ + p₂)/2] h (p₁ - p₂) ⅔h [(p₁ + p₂)/4] h [(p₁ - p₂)/2] h [(p₁ + p₂)/2] h ANSWER DOWNLOAD EXAMIANS APP
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