Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination θ and pre-stressed load P. The net downward load at the centre is

If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

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