Calculate the stress of pretensioned beams assuming as propped during the casting of the slab if Zt is 225×10, Zb is 128…

The maximum permissible stresses are mainly governed by _______

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

The maximum eccentricity in the design of composite sections is given as ________

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

The prestressing tendons are not grouted in the case of ________

Certain expectations in serviceability limits of British code are made regarding _______

What is the main advantage of composite member?