Check for ultimate flexural strength if given Aps is 154mm2, fpu is 1600n/mm2, b is 160mm, fcu is 50n/mm2and diameter is…
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From Design of Pretensioned and Post-Tensioned Members · Prestressed Concrete Structures
Find resultant maximum long term deflection if ϕ is 2.6, αy is 38.5mm, αg is 46mm, αp is 74.7mm?
The width of crack is influenced by _______
Calculate working moment if design working load is 19.8kn/m covered over a span of 30m (actual self weight of girder is …
Design a pretensioned roof pull-in to suit the data Fcu, concrete cube strength = 50n/mm2, effective span = 6m, applied …
Find the Permissible stresses and range of stresses for class 1 structure fcu = 50n/mm2, fck = 35n/mm2 according to BS: …
Find minimum section modulus given data is mg is 3.86×106, mq is 22.50×106, fbr is given as 12 and the loss ratio is 0.8…
The computation of total ultimate moment required for the design of prestressed beams, knowledge of is necessary?