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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Six times
Three times
Four times

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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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RCC Structures Design
The minimum head room over a stair must be

205 cm
200 cm
210 cm
230 cm

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (c - a)/4
M = pb (b + a)/8
M = pb (b + a)/8
M = pb (b - a)²/8
M = pb (b - a)²/4

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RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

53.5
52.5
51.5
54.5

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

35
25
30
40

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