The design of shear connections depends upon the strength of                          

Related MCQs

• 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
• Design ultimate horizontal shear stress with nominal links and the contact surface are as cast (assume τ = 1.2n/mm2)?
• The pressure intensity beneath the footing depends upon                        
• (i) tension members, (ii) long column, (iii) short column, (iv) connections
• The end block of a prestressed concrete beam has a rectangular section; a cable carrying a force of 200kn is to be anchored against the end block at the centre if the cube strength of concrete at transfer is 30n/mm2. Design the maximum permissible bearing pressure?(Abr = 10000mm2)
• When ties are not provided the permissible values of the horizontal shear stress is?
• 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?
• Which type of cables are advantages in reducing the effective shear?
• Which type of shear reinforcement should be provided for members with thin webs?
• (i) tensile strength and yield property (ii) Ductility (iii) Welding (iv) Corrosion resistance