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RCC Structures Design

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.9
0.7
0.8
0.2

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 2/qmax)
(L/2) (1 - 3/qmax)
(L/3) (1 - 5/qmax)
(L/2) (1 - 5/qmax)

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

15
20
10
25

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.7
0.6
0.4
0.5

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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/6
WL/2
WL/8
WL/4

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/30th of span
1/15th of span
1/20th of span
1/25th of span

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