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RCC Structures Design

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

All listed here
Load
Shrinkage stress
Temperature stress

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/12 (L - D/3)²
WL/10 (L - 2D/3)²
WL/10 (L + 2D/3)²
WL/12 (L - 2D/3)²

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept uniform throughout
Decreased gradually towards the edge
Increased gradually towards the edge
Kept zero at the edge

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w √(R + T)/T
w (R + T)/T
w √(R² + T²)/T
w (R/T)

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RCC Structures Design
A foundation rests on

Both B and C
Foundation soil
Sub-grade
Base of the foundation

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RCC Structures Design
The live load to be considered for an accessible roof, is

200 kg/cm²
75 kg/m³
150 kg/m²
Nil

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