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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

20
25
10
15

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

210 cm
200 cm
205 cm
230 cm

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

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

None of these
Simply supported beam
Continuous beam
Cantilever beam

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

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

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Tread
Rise
Winder
Flight

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