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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T= 30
2R + T = 30
R + 2T = 60
2R + T = 60

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

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

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

2 × Q/jdƩO
Q/2jdƩO
Q/3jdƩO
Q/jdƩO

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RCC Structures Design
On piles, the drop must be at least

120 cm
123 cm
80 cm
124 cm

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

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

ft .d/4fb
π ft .d²/fb
(π/4). (ft .d3/fb)
(π/4). (ft .d/fb)

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