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

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RCC Structures Design
The load stress of a section can be reduced by

Increasing the total perimeter of bars
Decreasing the lever arm
Replacing larger bars by greater number of small bars
Replacing smaller bars by greater number of greater bars

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RCC Structures Design
A flat slab is supported

On columns monolithically built with slab
On columns
On beams and columns
On beams

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

10 legged
6 legged
12 legged
8 legged

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends
Increased at the centre of the beam
Kept constant throughout the length
Decreased towards the centre of the beam

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

2h/3
h/4
h/3
h/2

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