Design ultimate horizontal shear stress with nominal links and the contact surface are as cast (assume τ = 1.2n/mm2)?

Related MCQs

• 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?
• Explanation: The various codes recommend empirical relations to estimate the ultimate shear resistance of the section by considering the flexure shear and web shear cracking
• When ties are not provided the permissible values of the horizontal shear stress is?
• The design of shear connections depends upon the strength of                          
• How much percentage increase of permissible stress is allowed when dead load, live load and wind load are considered together in working stress method?
• For longitudinal reinforcing bar, the nominal cover should not be less than
• The partial factor of safety for resistance governed by ultimate strength is :
• The effective punching area Apun is generally the contact area of                          
• Which type of cables are advantages in reducing the effective shear?
• Which type of shear reinforcement should be provided for members with thin webs?