RCC Structures Design If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as wl24 wl210 wl28 wl212 wl24 wl210 wl28 wl212 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than 24 bar diameters 18 bar diameters 30 bar diameters 36 bar diameters 24 bar diameters 18 bar diameters 30 bar diameters 36 bar diameters ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a cantilever retaining wall without a heel slab Width of the base slab is kept 0.7 time the total height of the wall Base slab is made 10 cm thicker than the stem All listed here Thickness of the stem is kept same throughout Width of the base slab is kept 0.7 time the total height of the wall Base slab is made 10 cm thicker than the stem All listed here Thickness of the stem is kept same throughout ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or 12 bar diameters 30 bar diameters 18 bar diameters 24 bar diameters 12 bar diameters 30 bar diameters 18 bar diameters 24 bar diameters ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Vertical shear Diagonal tension Horizontal shear Diagonal compression Vertical shear Diagonal tension Horizontal shear Diagonal compression ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The design of heel slab of a retaining wall is based on the maximum bending moment due to: Weight of the soil above it Load of the surcharge, if any Its own weight All listed here Weight of the soil above it Load of the surcharge, if any Its own weight All listed here ANSWER DOWNLOAD EXAMIANS APP
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