RCC Structures Design The live load to be considered for an inaccessible roof, is 75 kg/m² Nil 200 kg/m² 150 kg/cm² 75 kg/m² Nil 200 kg/m² 150 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The neutral axis of a T-beam exists Below the slab At the bottom edge of the slab All listed here Within the flange Below the slab At the bottom edge of the slab All listed here Within the flange 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: All listed here Load of the surcharge, if any Weight of the soil above it Its own weight All listed here Load of the surcharge, if any Weight of the soil above it Its own weight ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. column is treated as long if its slenderness ratio is greater than 50 30 40 35 50 30 40 35 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by M = pb (c - a)/4 M = pb (b + a)/8 M = pb (b - a)²/4 M = pb (b + a)/8 M = pb (b - a)²/8 M = pb (c - a)/4 M = pb (b + a)/8 M = pb (b - a)²/4 M = pb (b + a)/8 M = pb (b - a)²/8 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. roof slab is designed as a two way slab if The slab is discontinuous at edges The ratio of spans in two directions is less than 2 The slab is continuous over two supports It supports live loads in both directions The slab is discontinuous at edges The ratio of spans in two directions is less than 2 The slab is continuous over two supports It supports live loads in both directions ANSWER DOWNLOAD EXAMIANS APP