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RCC Structures Design

RCC Structures Design
Piles are usually driven by

All listed here
Diesel operated hammer
Single acting steam hammer
Drop hammer

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

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

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

None of these
Ultimate load method
Modular ratio method
Load factor method

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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

176 cm
233 cm
300 cm
236 cm

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (c - a)/4
M = pb (b + a)/8
M = pb (b + a)/8
M = pb (b - a)²/8
M = pb (b - a)²/4

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

Horizontal shear
Diagonal tension
Diagonal compression
Vertical shear

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