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RCC Structures Design

RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

10
15
25
20

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/15th of span
1/25th of span
1/30th of span

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Vertical shear
Diagonal compression
Diagonal tension
Horizontal shear

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

8 cm to 10 cm
10 cm to 12 cm
12 cm to 15 cm
6 cm to 7.5 cm

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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

0.7
0.2
0.9
0.8

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

mc/t = (d - n)/t
mc/t = n/(d - n)
(t + c)/n = (d + n)/n
(m + c)/t = n/(d + n)

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