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RCC Structures Design

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Temperature stress
All listed here
Load
Shrinkage stress

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/Q)
M/100Q
M/10√Q
√(M/100Q)

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
12 legged
10 legged
6 legged

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hl/p²
8hp/l²
8hp/l
8hl/p

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
10 mm
6 mm
8 mm

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RCC Structures Design
The width of the flange of a T-beam should be less than

Distance between the centers of T-beam
Least of the above
One-third of the effective span of the T-beam
Breadth of the rib plus twelve times the thickness of the slab

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