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RCC Structures Design

RCC Structures Design
The number of treads in a flight is equal to

None of these
Risers minus one
Risers in the flight
Risers plus one

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Fixed end
Free end
Mid span
Mid span and fixed support

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

41,200 kg
None of these
4,120 kg
412,000 kg

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Remains unchanged
Is increased by Pe/Z
Is increased by PZ/e
Is decreased by Pe/Z

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d - n/3
d
n
d + n/3

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

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