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RCC Structures Design

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

0.6
0.7
0.8
0.9

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

30 mm diameter
36 mm diameter
24 mm diameter
18 mm diameter

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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

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

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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/8
WL/2
WL/4
WL/6

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

14 mm
12 mm
10 mm
16 mm

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Quarter span
Supports
Every section
Mid span

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