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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
30
50
56

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Least of the above
Breadth of the rib + half clear distance between ribs
One-sixth of the effective span
Breadth of the rib + four times thickness of the slab

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Its own weight
Weight of the soil above it
Load of the surcharge, if any
All listed here

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
6 mm
8 mm
10 mm

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

10
20
25
15

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is increased by PZ/e
Remains unchanged
Is decreased by Pe/Z
Is increased by Pe/Z

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