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

Related MCQs

• The various codes recommend empirical relations to estimate                          
• 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?
• The partial factor of safety for resistance governed by ultimate strength is :
• Design ultimate horizontal shear stress with nominal links and the contact surface are as cast (assume τ = 1.2n/mm2)?
• If the compression zone contains part of precast element, the computation is done by considering?
• For initial estimate for a beam design, the width is assumed                            
• (i) tensile strength and yield property (ii) Ductility (iii) Welding (iv) Corrosion resistance
• Which of the following is added to steel to increase resistance to corrosion?
• The partial factor of safety for resistance governed by yielding is :
• The design of shear connections depends upon the strength of