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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

0.7 H
0.5 H
0.3 H
0.4 H

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

5.8
8.5
7.5
0.87

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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
The amount of reinforcement for main bars in a slab, is based upon

Maximum bending moment
Minimum bending moment
Minimum shear force
Maximum shear force

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thinner bar
None of these
Twice the diameter of thinner bar
One diameter of thicker bar

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

230 kg/cm²
1400 kg/cm²
260 kg/cm²
190 kg/cm²

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