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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
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

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

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

8 cm
12 cm
6 cm
4 cm

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/60
WL²/90
WL²/30
WL²/15

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

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

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight below centroidal axis
Parabolic with convexity upward
Parabolic with convexity downward
Straight above centroidal axis

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