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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

0.9
0.7
0.8
0.2

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RCC Structures Design
The width of the flange of a T-beam should be less than

One-third of the effective span of the T-beam
Least of the above
Distance between the centers of T-beam
Breadth of the rib plus twelve times the thickness of the slab

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

20 cm
30 cm
35 cm
25 cm

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Thrice the diameter
Four times the diameter
Seven times the diameter
Twice the diameter

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

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

18 bar diameters
30 bar diameters
24 bar diameters
12 bar diameters

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