RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 8 legged 12 legged 10 legged 6 legged 8 legged 12 legged 10 legged 6 legged 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 Three times Six times Four times Five times Three times Six times Four times Five times ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than 30 mm diameter 24 mm diameter 18 mm diameter 36 mm diameter 30 mm diameter 24 mm diameter 18 mm diameter 36 mm diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is 0.3 H 0.7 H 0.5 H 0.4 H 0.3 H 0.7 H 0.5 H 0.4 H ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam should be less than Distance between the centers of T-beam One-third of the effective span of the T-beam Least of the above Breadth of the rib plus twelve times the thickness of the slab Distance between the centers of T-beam One-third of the effective span of the T-beam Least of the above Breadth of the rib plus twelve times the thickness of the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is All listed here 40° 30° 45° All listed here 40° 30° 45° ANSWER DOWNLOAD EXAMIANS APP
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