The horizontal shear force, at the interface of the precast and insitu components, are due to _______

The use of prestressed concrete tie beams in a reinforced concrete truss reduces _______

The stresses may be increased up to 50 percent for prestressed unit by the use of _______

The initial deflection is due to _______

When the modulus of elasticity of the precast and insitu cast concrete are different the flexural rigidity is worked out…

The most common type of composite construction consists of _________

Design ultimate horizontal shear stress with nominal links and the contact surface are as cast (assume τ = 1.2n/mm2)?

To obtain the horizontal shear stress the design shear stress are _______