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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
11 mm
10 mm
15 mm

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RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

300 cm
233 cm
176 cm
236 cm

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

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

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RCC Structures Design
A foundation is called shallow if its depth, is

Equal to its width
Half of its width
One-fourth of its width
Three-fourth of its width

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf - eE
(1 - C) mf - eE
(C - 1) mf + eE
(1 - C) mf + eE

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Breadth of the rib
Centre to centre distance between T-beams
Overall thickness of the rib
All of the listed here

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