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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Winder
Tread
Rise
Flight

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is increased by Pe/Z
Is increased by PZ/e
Is decreased by Pe/Z
Remains unchanged

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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
To ensure uniform pressure distribution, the thickness of the foundation, is

Increased gradually towards the edge
Decreased gradually towards the edge
Kept uniform throughout
Kept zero at the edge

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Width of the base slab is kept 0.7 time the total height of the wall
Base slab is made 10 cm thicker than the stem
Thickness of the stem is kept same throughout
All listed here

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.10 %
0.18 %
0.15 %
0.12 %

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