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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

200 cm
210 cm
230 cm
205 cm

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻²
3.0 × 10⁻⁵
3.5 × 10⁻⁵
3.0 × 10⁻³

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Stopped just below the floor level and separate lap bars provided
Bent inward at the floor level
Continued up
All of the listed here

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/4
WL/2
WL/8
WL/6

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

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
Least of the above

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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

0.7
0.8
0.6
0.9

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