In a combined footing if shear stress does not exceed 5 kg/cm2 , the nominal stirrups provided are

Related MCQs

• In a combined footing if shear stress exceeds 5 kg/cm2 , the nominal stirrups provided are:
• 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
• 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
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• Based on punching shear consideration, the overall depth of a combined footing under a column A, is
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• The allowable tensile stress in mild steel stirrups, reinforced cement concrete, 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