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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

6 mm
7 mm
5 mm
4 mm

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - 2P sin θ
W - P cos θ
W - P sin θ
W - 2P cos θ

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RCC Structures Design
The minimum head room over a stair must be

210 cm
205 cm
230 cm
200 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
Twice the diameter
Four times the diameter
Seven times the diameter

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RCC Structures Design
The load stress of a section can be reduced by

Replacing smaller bars by greater number of greater bars
Decreasing the lever arm
Replacing larger bars by greater number of small bars
Increasing the total perimeter of bars

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RCC Structures Design
The toe projection of foundation slabs is taken

As one third of the base
Equal to heel slab
As one sixth of overall height of the wall
Below ground surface

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