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RCC Structures Design

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

30
35
25
40

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.15 %
0.18 %
0.12 %
0.10 %

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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

15
25
10
20

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

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

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/5th of the span
1/4th of the span
1/7th of the span
1/6th of the span

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RCC Structures Design
The steel generally used in R.C.C. work, is

High tension steel
Stainless
High carbon steel
Mild steel

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