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RCC Structures Design

RCC Structures Design
The design of a retaining wall assumes that the retained earth

All listed here
Is not cohesive
Is free from moisture
Is dry

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
30 cm
75 cm
40 cm

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

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

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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

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

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

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

2.5 diameters
3.5 diameters
One diameter
3 diameters

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