The prestressed concrete member develops deformation under the influence of ______

The tensile stress of about which limit are invisible to naked eye?

The equation for long term deflection of cracked members is ______

The large deflections under dynamic effects may cause ________

The final deflection due to all loads including the efforts of temperature, creep and shrinkage should normally exceed s…

The FIP-1984 limits for total deflection below the level of supports up to ______

The deflection of prestressed members can be computed relative to given ______

Which of the following equation is used to compute deflections of unilinear method?