RCC Structures Design The live load to be considered for an inaccessible roof, is 200 kg/m² 150 kg/cm² 75 kg/m² Nil 200 kg/m² 150 kg/cm² 75 kg/m² Nil ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The effective span of a simply supported slab, is Distance between the centers of the bearings Clear span plus effective depth of the slab None of these Clear distance between the inner faces of the walls plus twice the thickness of the wall Distance between the centers of the bearings Clear span plus effective depth of the slab None of these Clear distance between the inner faces of the walls plus twice the thickness of the wall ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as 1/10th of the span 1/8th of the span 1/16th of the span 1/12th of the span 1/10th of the span 1/8th of the span 1/16th of the span 1/12th of the span 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 (b + a)/8 M = pb (b - a)²/4 M = pb (b - a)²/8 M = pb (b + a)/8 M = pb (c - a)/4 M = pb (b + a)/8 M = pb (b - a)²/4 M = pb (b - a)²/8 M = pb (b + a)/8 M = pb (c - a)/4 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 7.5 8.5 0.87 5.8 7.5 8.5 0.87 5.8 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum area of tension reinforcement in beams shall not exceed 6 4 % 0.15 % 1 6 4 % 0.15 % 1 ANSWER DOWNLOAD EXAMIANS APP
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