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RCC Structures Design

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

20
35
25
30

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.5 m
4.1 m
4.7 m
4.0 m

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

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

5 kg/cm²
15 kg/cm²
10 kg/cm²
20 kg/cm²

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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
25
20
10

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.7 H
0.5 H
0.4 H
0.3 H

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