RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 0.87 5.8 8.5 7.5 0.87 5.8 8.5 7.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The radius of a bar bend to form a hook, should not be less than Thrice the diameter Five times the diameter Twice the diameter Four times the diameter Thrice the diameter Five times the diameter Twice the diameter Four times the diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The horizontal portion of a step in a stairs case, is known as Rise Winder Flight Tread Rise Winder Flight Tread ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is K/x (1 + x/d) + bw All listed here Kx (1 - x/l) + bw Kx (1 + x/l) + bw K/x (1 + x/d) + bw All listed here Kx (1 - x/l) + bw Kx (1 + x/l) + bw ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: A parabolic curve A circular curve An elliptical curve A straight line A parabolic curve A circular curve An elliptical curve A straight line ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed 412,000 kg None of these 41,200 kg 4,120 kg 412,000 kg None of these 41,200 kg 4,120 kg ANSWER DOWNLOAD EXAMIANS APP
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