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RCC Structures Design

RCC Structures Design
A flat slab is supported

On beams and columns
On columns
On columns monolithically built with slab
On beams

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

40 cm
37 cm
39 cm
38 cm

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

10 %
20 %
25 %
15 %

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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

Simply supported beam
None of these
Cantilever beam
Continuous beam

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Marcus formula
Rankine Grashoff formula
Grashoff formula
Rankine formula

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RCC Structures Design
In a cantilever retaining wall without a heel slab

All listed here
Thickness of the stem is kept same throughout
Base slab is made 10 cm thicker than the stem
Width of the base slab is kept 0.7 time the total height of the wall

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