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RCC Structures Design

RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap
Raft
Footing
Strip

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

15 mm
11 mm
10 mm
12 mm

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RCC Structures Design
A foundation rests on

Base of the foundation
Sub-grade
Both B and C
Foundation soil

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 60
2R + T = 30
R + 2T = 60
R + 2T= 30

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

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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

0.6
0.9
0.7
0.8

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