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RCC Structures Design

RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

12 legged
6 legged
10 legged
8 legged

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl24
wl210
wl28
wl212

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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

5 cm
10 cm
15 cm
20 cm

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Dowel splice
All listed here
Hooked splice
Straight bar splice

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Creep of concrete
All of the listed here
Shrinkage of concrete
Elastic shortening of concrete

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

20
25
30
35

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