The effective punching area Apun is generally the contact area of                          

Related MCQs

• Design ultimate horizontal shear stress with nominal links and the contact surface are as cast (assume τ = 1.2n/mm2)?
• The effective bonding between the two parts of composite beams is developed by
• Which type of cables are advantages in reducing the effective shear?
• A simple prestressed flat slab is generally supported by a network of                      
• Generally combined footing is assumed to rest on                        
• The maximum area of tension reinforcement in beams shall not exceed
• If the surface is rough tamped and without links to withstand a horizontal shear stress of 0.6n/mm2 and assuming the moduli of elasticity of precast and insitu cast concrete to be equal the centroid of the composite section is located 110mm from the top of the slab, second moment area of composite section is 2487×105mm4, calculate ultimate shearing resistance?