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RCC Structures Design

RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl210
wl24
wl28
wl212

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

P/2A
2A/P
P/A
A/P

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RCC Structures Design
The live load to be considered for an accessible roof, is

75 kg/m³
200 kg/cm²
Nil
150 kg/m²

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
6 mm
8 mm
10 mm

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A straight line
A circular curve
A parabolic curve
An elliptical curve

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is increased by PZ/e
Is decreased by Pe/Z
Remains unchanged
Is increased by Pe/Z

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