RCC Structures Design The maximum ratio of span to depth of a cantilever slab, is 10 8 12 16 10 8 12 16 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is 0.107 L 0.307 L 0.407 L 0.207 L 0.107 L 0.307 L 0.407 L 0.207 L 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 100 cm 75 cm 120 cm 50 cm 100 cm 75 cm 120 cm 50 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum head room over a stair must be 205 cm 210 cm 230 cm 200 cm 205 cm 210 cm 230 cm 200 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is w₁/w₂ = l₂/l₁ w₁/w₂ = (l₂/l₁)² w₁/w₂ = (l₂/l₁)³ w₁/w₂ = (l₂/l₁)⁴ w₁/w₂ = l₂/l₁ w₁/w₂ = (l₂/l₁)² w₁/w₂ = (l₂/l₁)³ w₁/w₂ = (l₂/l₁)⁴ ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is 50 cm 200 cm 100 cm 150 cm 50 cm 200 cm 100 cm 150 cm ANSWER DOWNLOAD EXAMIANS APP
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