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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/15th of span
1/25th of span
1/20th of span
1/30th of span

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RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
High carbon steel
High tension steel
Stainless

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Load of the surcharge, if any
All listed here
Its own weight
Weight of the soil above it

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

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

Width of the stem at the bottom
One-third of the width of the stem at the bottom
One half of the width of the stem at the bottom
One fourth of the width of the steam at the bottom

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 2/qmax)
(L/3) (1 - 5/qmax)
(L/2) (1 - 3/qmax)
(L/2) (1 - 5/qmax)

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