RCC Structures Design If the depth of actual neutral axis of a doubly reinforced beam Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously All listed here Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously All listed here Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is 1 5 2 3 1 5 2 3 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at Fixed end Free end Mid span and fixed support Mid span Fixed end Free end Mid span and fixed support Mid span 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 All listed here Thickness of the stem is kept same throughout Base slab is made 10 cm thicker than the stem Width of the base slab is kept 0.7 time the total height of the wall All listed here Thickness of the stem is kept same throughout Base slab is made 10 cm thicker than the stem ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the shear stress in a R.C.C. beam is Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided Greater than 20 kg/cm², the size of the section is changed All of these 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 Greater than 20 kg/cm², the size of the section is changed All of these Equal or less than 5 kg/cm², no shear reinforcement is provided ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If A is the area of the foundation of a retaining wall carrying a load W and retaining earth of weight 'w' per unit volume, the minimum depth (h) of the foundation from the free surface of the earth, is h = (W/Aw) [(1 + sin φ)/(1 + sin φ)] h = (W/Aw) [(1 - sin φ)/(1 + sin φ)] h = (W/Aw) [(1 - sin φ)/(1 + sin φ)]² h = √(W/Aw) [(1 - sin φ)/(1 + sin φ)]² h = (W/Aw) [(1 + sin φ)/(1 + sin φ)] h = (W/Aw) [(1 - sin φ)/(1 + sin φ)] h = (W/Aw) [(1 - sin φ)/(1 + sin φ)]² h = √(W/Aw) [(1 - sin φ)/(1 + sin φ)]² ANSWER DOWNLOAD EXAMIANS APP
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