Calculate working moment if design working load is 19.8kn/m covered over a span of 30m (actual self weight of girder is …
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From Design of Pretensioned and Post-Tensioned Members · Prestressed Concrete Structures
Find the Permissible stresses and range of stresses for class 1 structure fcu = 50n/mm2, fck = 35n/mm2 according to BS: …
The load combination of dead and imposed has a beneficial dead load of ________
Find the approximate thickness of web if b is 0.5d, d is 270mm, d/h ratio is 0.85, h is 315mm, adopt effective depth, d …
The fully prestressed members are prone to excessive _______
Find prestressing force if area is 36.75mm2 of eccentricity 580 given finf is 26.5kn/m and zb is 99×106?
Which are used as untensioned reinforcement?
The breadth of the compression face may be assumed by considering the number of ________