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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal tension
Vertical shear
Diagonal compression
Horizontal shear

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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

236 cm
176 cm
300 cm
233 cm

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

3 m
4 m
5 m
6 m

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Mid span
Every section
Quarter span
Supports

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

Atft (d - n/3)
bn (fc/2) (d - n/3)
½ n₁ (1 - n₁/3) cbd²
All listed here

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

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

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