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RCC Structures Design

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
30°
45°
All listed here

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/7th of the span
1/6th of the span
1/4th of the span
1/5th of the span

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Decreased towards the centre of the beam
Increased at the centre of the beam
Kept constant throughout the length
Increased at the ends

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

π ft .d²/fb
ft .d/4fb
(π/4). (ft .d3/fb)
(π/4). (ft .d/fb)

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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

Lever arm of the section
One-third 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
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

All listed here
bn (fc/2) (d - n/3)
½ n₁ (1 - n₁/3) cbd²
Atft (d - n/3)

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