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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
20 kg/cm²
10 kg/cm²
25 kg/cm²

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

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

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

150 kg/cm²
Nil
200 kg/m²
75 kg/m²

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Load
Shrinkage stress
Temperature stress
All listed here

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

None of these
Drop panel
Capital
Column head

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16
8
10
12

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