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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
One diameter
3 diameters
2.5 diameters

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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

8hp/l²
8hp/l
8hl/p
8hl/p²

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RCC Structures Design
The effective span of a simply supported slab, is

None of these
Distance between the centers of the bearings
Clear distance between the inner faces of the walls plus twice the thickness of the wall
Clear span plus effective depth of the slab

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

22 mm
20 mm
12 mm
6 mm

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Resist the temperature stresses
All of these
Distribute the load
Resist the shrinkage stress

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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/4
WL/6
WL/8
WL/2

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