The excessive deflections are likely to cause damage to ________

The philosophy of design is termed as __________

Which of the following is the equation given by Mohr’s second theorem?

The actual load deflection behavior is possible by assuming ______

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

The large deflections under dynamic effects may cause ________

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

A straight tendon at a uniform eccentricity below the centroidal axis is given as ______