RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon Minimum shear force Maximum bending moment Maximum shear force Minimum bending moment Minimum shear force Maximum bending moment Maximum shear force Minimum bending moment ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The radius of a bar bend to form a hook, should not be less than Twice the diameter Four times the diameter Five times the diameter Thrice the diameter Twice the diameter Four times the diameter Five times the diameter Thrice the diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is (L/2) (1 - 2/qmax) (L/2) (1 - 3/qmax) (L/3) (1 - 5/qmax) (L/2) (1 - 5/qmax) (L/2) (1 - 2/qmax) (L/2) (1 - 3/qmax) (L/3) (1 - 5/qmax) (L/2) (1 - 5/qmax) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as A key All listed here A cut-off wall A rib A key All listed here A cut-off wall A rib ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The effective width of a column strip of a flat slab, is Diameter of the column One-fourth the width of the panel Half the width of the panel Radius of the column Diameter of the column One-fourth the width of the panel Half the width of the panel Radius of the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of h/3 h/2 h/4 2h/3 h/3 h/2 h/4 2h/3 ANSWER DOWNLOAD EXAMIANS APP
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