In post cracking stage, the behavior of the beam is similar to ______

The problems involving unsymmetrical loading can be solved by ______

The creep strain due to the transverse loads is directly computed as a function of ______

The French code limits the deflection of members carrying masonry and partition walls up to ______

The load deflection curve is approximately linear up to stage of ______

The deflection is computed in a way similar to sloping tendon is given as ______

A simplified but an approximate procedure for computing long time deflections is given by ______

The section of sustained transverse loads under compressive stress distribution in the concrete changes with ______