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RCC Structures Design

RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
10 legged
12 legged
6 legged

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

25 cm
20 cm
35 cm
30 cm

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap
Raft
Strip
Footing

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A circular curve
A parabolic curve
A straight line
An elliptical curve

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RCC Structures Design
The width of the flange of a T-beam should be less than

Distance between the centers of T-beam
Least of the above
Breadth of the rib plus twelve times the thickness of the slab
One-third of the effective span of the T-beam

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/100Q)
M/10√Q
M/100Q
√(M/Q)

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