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RCC Structures Design

RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span and fixed support
Mid span
Fixed end
Free end

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
10 kg/cm²
20 kg/cm²
25 kg/cm²

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Kept constant throughout the length
Increased at the centre of the beam
Increased at the ends
Decreased towards the centre of the beam

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

15
25
20
10

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

5 mm
6 mm
7 mm
4 mm

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RCC Structures Design
The neutral axis of a T-beam exists

At the bottom edge of the slab
Below the slab
All listed here
Within the flange

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