The estimation of self weight is expressed as ________

Design cross sectional dimensions of pretensioned roof pull given that b is 0.5d?

Which are used as untensioned reinforcement?

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 reinforcement can cater for which requirements?

Calculate ultimate moment and shear of effective span is 30m, live load is 9kn/m, dead load excluding self weight is 2kn…

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