Civil Engineering :: Concrete Technology and Design of Concrete Structures
- In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively
- Critical section for shear in case of flat slabs is at a distance of
- If the depth of neutral axis for a singly reinforced rectangular section is represented by kd in working stress design, then the value of k for balanced section
- The diameter of ties in a column should be
- If a beam fails in bond, then its bond strength can be increased most economi-cally by
- For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be
- Ultimate strength of cold drawn high steel wires
- In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by
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