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RCC Structures Design

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

Horizontal shear
Vertical shear
Diagonal tension
Diagonal compression

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RCC Structures Design
The advantage of reinforced concrete, is due to

All listed here
Economy because of less maintenance cost
Monolithic character
Fire-resisting and durability

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

150 cm
200 cm
100 cm
50 cm

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

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

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - 2P sin θ
W - P cos θ
W - 2P cos θ
W - P sin θ

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

t/mc = (d + n)/n
t/mc = (d - n)/n
mc/t = (d - n)/n
mc/t = n/(d - n)

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