The effective bonding between the two parts of composite beams is developed by

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?
• The maximum area of tension reinforcement in beams shall not exceed
• In the case of composite sections, the percentage of tensioned reinforcement is less than?
• Which type of cables are advantages in reducing the effective shear?
• The effective punching area Apun is generally the contact area of                          
• When prestress is transferred to concrete by means of external anchorages which pressure is developed?
• The design of a two-way-slab supported on all four sides involves the computation of
• When two column loads are unequal, which of the possible footing can be provided?
• If the independent spread footing of two columns are connected by a beam, it is called
• The proportioning of tendons in design of prestressed concrete simple flat slab between the column and middle strips may be based on