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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

28 d
58 d
48 d
38 d

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d - n/3
d + n/3
n
d

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Stress in tension steel equals the stress in compression steel
Tension is resisted by tension steel
All of the listed here
Compression is resisted by compression steel

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

Clear span plus effective depth of the slab
None of these
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
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

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

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Shear force
Moment of the beam section about its neutral axis
Area of the section
Distance of the C.G. of the area from its neutral axis

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