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 0.207 L 0.407 L 0.307 L 0.107 L 0.207 L 0.407 L 0.307 L 0.107 L ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than 24 mm diameter 30 mm diameter 36 mm diameter 18 mm diameter 24 mm diameter 30 mm diameter 36 mm diameter 18 mm diameter 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 pitch of the main bars in a simply supported slab, should not exceed its effective depth by Five times Three times Four times Six times Five times Three times Four times Six times ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If T and R are tread and rise respectively of a stair, then R + 2T = 60 2R + T = 60 R + 2T= 30 2R + T = 30 R + 2T = 60 2R + T = 60 R + 2T= 30 2R + T = 30 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is 176 cm 300 cm 236 cm 233 cm 176 cm 300 cm 236 cm 233 cm ANSWER DOWNLOAD EXAMIANS APP
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