The partial factor of safety for resistance governed by ultimate strength is :

Related MCQs

• The partial factor of safety for resistance governed by yielding 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?
• 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
• (i) tensile strength and yield property (ii) Ductility (iii) Welding (iv) Corrosion resistance
• Design ultimate horizontal shear stress with nominal links and the contact surface are as cast (assume τ = 1.2n/mm2)?
• Which of the following is added to steel to increase resistance to corrosion?
• The minimum cube strength of concrete used for a prestressed member, is                  
• Which of the following factors is included in the limit state of strength?
• The design of shear connections depends upon the strength of                          
• 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)