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RCC Structures Design

RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/3P
WL/P
WL/2P
WL/4P

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

40
30
50
35

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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
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/4
b/5
b/3
b/6

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RCC Structures Design
A foundation is called shallow if its depth, is

One-fourth of its width
Equal to its width
Half of its width
Three-fourth of its width

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

20 mm
6 mm
12 mm
22 mm

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