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RCC Structures Design

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.8
0.9
0.2
0.7

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 2/3 of rib depth
1/7 to 1/3 of rib depth
1/2 to 3/4 of rib depth
1/3 to 1/2 of rib depth

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

200 cm
150 cm
100 cm
300 cm

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

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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
d - n/3
n

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RCC Structures Design
A pre-stressed concrete member

Is made of reinforced concrete
Is stressed after casting
Is made of concrete
Possesses internal stresses

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