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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
25 kg/cm²
20 kg/cm²
10 kg/cm²

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
12 cm to 15 cm
6 cm to 7.5 cm
8 cm to 10 cm

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

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

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

P/A
A/P
2A/P
P/2A

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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

2WR²/16
3WR²/16
Zero
WR²/16

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

20
25
15
10

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