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RCC Structures Design

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

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

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap
Raft
Footing
Strip

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RCC Structures Design
As the percentage of steel increases

Depth of neutral axis increases
Lever arm decreases
Depth of neutral axis decreases
Lever arm increases

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Lever arm/(Shear force × Width)
(Shear force × Width)/Lever arm
Width/(Lever arm × Shear force)
Shear force/(Lever arm × Width)

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.7
0.6
0.9
0.8

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome bursting stresses at the ends
To overcome high bearing stresses developed at the ends
To provide high bond stresses
All listed here

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