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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

15
20
10
25

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RCC Structures Design
The width of the flange of a T-beam should be less than

Breadth of the rib plus twelve times the thickness of the slab
Least of the above
Distance between the centers of T-beam
One-third of the effective span of the T-beam

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

C.L. standard system
Magnel-Blaton system
Lee-McCall system
Freyssinet system

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RCC Structures Design
The minimum thickness of a flat slab is taken

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

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-half lever arm of the section
One-third lever arm of the section
One and half lever arm of the section
Lever arm of the section

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

5 mm
10 mm
7.5 mm
15 mm

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