Design a pretensioned roof pull-in to suit the data Fcu, concrete cube strength = 50n/mm2, effective span = 6m, applied …
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From Design of Pretensioned and Post-Tensioned Members · Prestressed Concrete Structures
Calculate ultimate moment and shear of effective span is 30m, live load is 9kn/m, dead load excluding self weight is 2kn…
Find the deflection due to self weight given that ϕ = 1.6, Ee = 2.6Ece, elastic modulus of concrete is 34×103, gravity i…
Check for deflection due to prestressing force if given data is Prestressing force is 182×103 eccentricity of cable is 1…
The load combination of dead and imposed has a beneficial dead load of ________
Calculate the slope of cable section at support uncracked in flexure given that eccentricity is 410, length is 30m and s…
The energy capacity is comparatively low in case of _______
The value of numerical constant K is between ________