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RCC Structures Design

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

15 mm
10 mm
12 mm
11 mm

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

12 legged
8 legged
10 legged
6 legged

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r³) M
(5/6) (r²/1 + r⁴) M
(5/6) (r²/1 + r²) M
(5/6) (r/1 + r²) M

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

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/3C
2800/C
2300/2C
2800/C²

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w √(R² + T²)/T
w √(R + T)/T
w (R + T)/T
w (R/T)

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