The computation of total ultimate moment required for the design of prestressed beams, knowledge of is necessary?

Find resultant maximum long term deflection if ϕ is 2.6, αy is 38.5mm, αg is 46mm, αp is 74.7mm?

Calculate working moment if design working load is 19.8kn/m covered over a span of 30m (actual self weight of girder is …

Find prestressing force if area is 36.75mm2 of eccentricity 580 given finf is 26.5kn/m and zb is 99×106?

The value of numerical constant K is between ________

The breadth of the compression face may be assumed by considering the number of ________

The energy capacity is comparatively low in case of _______

In partially prestressed members, to which extent tensile stresses are permitted?