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RCC Structures Design

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

15
20
25
10

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One half of the width of the stem at the bottom
Width of the stem at the bottom
One fourth of the width of the steam at the bottom
One-third of the width of the stem at the bottom

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
12 mm
10 mm
15 mm

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Five times
Two times
Four times
Three times

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

35
40
30
25

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

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

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