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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.18 %
0.12 %
0.15 %
0.10 %

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.0 m
4.5 m
4.1 m
4.7 m

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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

Grashoff formula
Rankine formula
Marcus formula
Rankine Grashoff formula

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RCC Structures Design
The steel generally used in R.C.C. work, is

High tension steel
High carbon steel
Mild steel
Stainless

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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

Continuous beam
Cantilever beam
None of these
Simply supported beam

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome high bearing stresses developed at the ends
To provide high bond stresses
All listed here
To overcome bursting stresses at the ends

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