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RCC Structures Design

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

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

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

12 cm to 15 cm
10 cm to 12 cm
6 cm to 7.5 cm
8 cm to 10 cm

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

Capital
Column head
Drop panel
None of these

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Distance of the C.G. of the area from its neutral axis
Shear force
Moment of the beam section about its neutral axis
Area of the section

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

0.15 %
0.12 %
0.10 %
0.18 %

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The ratio of spans in two directions is less than 2
The slab is continuous over two supports
The slab is discontinuous at edges
It supports live loads in both directions

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