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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

150 kg/cm²
75 kg/m²
Nil
200 kg/m²

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

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RCC Structures Design
The effective span of a simply supported slab, is

None of these
Clear span plus effective depth of the slab
Clear distance between the inner faces of the walls plus twice the thickness of the wall
Distance between the centers of the bearings

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One fourth of the width of the steam at the bottom
One-third of the width of the stem at the bottom
One half of the width of the stem at the bottom
Width of the stem at the bottom

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RCC Structures Design
The steel generally used in R.C.C. work, is

High carbon steel
Mild steel
High tension steel
Stainless

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Four times the diameter
Thrice the diameter
Twice the diameter
Five times the diameter

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