RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum bending moment
Minimum bending moment
Maximum shear force
Minimum shear force

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RCC Structures Design
Pick up the assumption for the design of a pre-stressed concrete member from the following:

During deformation limits, Hook's law is equally applicable to concrete as well as to steel
Variation of stress in reinforcement due to changes in external loading is negligible
All listed here
A transverse plane section remains a plane after bending

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RCC Structures Design
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

Stress in steel × area of steel
None of these
Stress in concrete × area of concrete + Stress in steel × area of steel
Stress in concrete × area of concrete

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