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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
12 mm
22 mm
20 mm

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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 minimum thickness of a flat slab is taken

All listed here
L/36 for end panels without drops
L/32 for end panels without drops
L/36 for interior panels without drop

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

15 cm
10 cm
5 cm
20 cm

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Economic section
Balanced section
All listed here
Critical section

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Fixed end
Mid span and fixed support
Free end
Mid span

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