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RCC Structures Design

RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.3 H
0.7 H
0.4 H
0.5 H

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Fixed end
Mid span and fixed support
Mid span
Free end

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

5 cm
20 cm
15 cm
10 cm

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

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

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.25 times the average
1.75 times the average
1.50 times the average
2.0 times the average

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

√(R² + T²)
R + T
T - R
R - T

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