A prestressed concrete beam of span 10m of rectangular section, 120mm wide & 300mm deep a curved cable having an eccentr…

The failure of prestressed concrete member without additional un tensioned reinforcement, to that of plain concrete is?

When both longitudinal steel and spirals are provided in prestressed members, the ultimate torsional resistance is?

Which type of tensioning is generally uneconomical for vertical prestressing?

In a prestressed concrete member, the shear stress is generally accompanied by ______

According to Mast, a complete shear analysis is necessary only in beams of ______

When the shear force due to ultimate loads is less than 0.5 times shear force of concrete then shear reinforcement is?

What should be provided if the shear force due to ultimate load is less than the shear force of the concrete?