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RCC Structures Design

RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

100 kg/cm²
400 kg/cm²
200 kg/cm²
300 kg/cm²

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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
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

R - T
T - R
√(R² + T²)
R + T

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RCC Structures Design
The toe projection of foundation slabs is taken

Below ground surface
As one third of the base
Equal to heel slab
As one sixth of overall height of the wall

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Parabolic with convexity upward
Straight above centroidal axis
Straight below centroidal axis
Parabolic with convexity downward

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/2
WL/8
WL/6
WL/4

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