The problems involving unsymmetrical loading can be solved by ______

The structural concrete members if not designed to have adequate stiffness, it affects ________

If the finishes are to be applied to the prestressed concrete members, the total upward deflection should not exceed ___…

The British code recommended for long time deflection of cracked members is ______

The British code specifies a maximum deflection limit of span which the sag in the member usually become noticeable is?

Which type of deflections is solved by Mohr’s theorem?

The actual load deflection behavior is possible by assuming ______

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