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RCC Structures Design

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

150 kg/m²
Nil
75 kg/m³
200 kg/cm²

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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

Cantilever beam
Simply supported beam
Continuous beam
None of these

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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

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

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 a²
D = 0.775 √a
D = 0.775 a
D = 0.0775 a

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be more at the edges of the foundation
Be uniform
Be zero at the centre of the foundation
Not be uniform

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RCC Structures Design
Pick up the true statement from the following:

Plain ceiling provides the best property diffusing light
In the absence of beams, it is easier to paint
All listed here
In the absence of beams, it is easier to install piping

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