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RCC Structures Design

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

Mid span
Every section
Quarter span
Supports

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

None of these
30°
60°
45°

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

25 %
10 %
20 %
15 %

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Ellipsoid
Semi-hemisphere
Paraboloid
None of these

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RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

f = (P/A) - (M/6Z)
f = (A/P) - (M/Z)
f = (P/'- (Z/M)
f = (P/A) - (M/Z)

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Straight bar splice
Dowel splice
Hooked splice
All listed here

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