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RCC Structures Design

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
25
10
20

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RCC Structures Design
A very comfortable type of stairs is

Straight
Open newel
Dog legged
Geometrical

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

(π/4). (ft .d3/fb)
ft .d/4fb
π ft .d²/fb
(π/4). (ft .d/fb)

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

5 cm to 8 cm
12 cm to 15 cm
3 cm to 5 cm
8 cm to 10 cm

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/4P
WL/2P
WL/3P
WL/P

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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

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

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