The maximum area of tension reinforcement in beams shall not exceed

Related MCQs

• The effective bonding between the two parts of composite beams is developed by
• In the case of composite sections, the percentage of tensioned reinforcement is less than?
• Which type of shear reinforcement should be provided for members with thin webs?
• The effective punching area Apun is generally the contact area of                          
• (i) tension members, (ii) long column, (iii) short column, (iv) connections
• The ends of                  shall be properly anchored.
• 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 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)
• Which of the following is not a main element of framed structure?
• When ties are not provided the permissible values of the horizontal shear stress is?