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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

6
0.15 %
1
4 %

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

12 legged
6 legged
10 legged
8 legged

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RCC Structures Design
The advantage of reinforced concrete, is due to

Fire-resisting and durability
Economy because of less maintenance cost
All listed here
Monolithic character

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

3WR²/16
2WR²/16
Zero
WR²/16

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.8
0.7
0.9
0.6

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

All listed here
40°
45°
30°

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