The design considerations of composite section in step 3 and step 4 are ________

When the links are provided, their cross sectional area should be at least?

The permissible flexural tensile stress in the insitu concrete at the _______

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

The combination of light weight concrete for the cast insitu slab results in reduced ________

The dimensioning of composite sections involves determining the required size of ________

The dead weight of the deck can be considerably reduced by using _______

The factors which influence the cost of a bridge are _______