According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

Related MCQs

• According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than
• If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is
• As per I.S. 456 - 1978, the pH value of water shall be
• A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is
• If the bearing capacity of soil is 10 tonnes/cm2 and the projection of plain concrete footing from walls, is a cm, the depth D of footing is
• The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm2 and 250 kg/cm2 respectively. If m = 15, the depth of its neutral axis is
• As per IS : 456, the reinforcement in a column should not be less than
• According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is
• If the average bending stress is 6 kg/cm2 for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is
• The maximum shear stress (q) in concrete of a reinforced cement concrete beam is