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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

124 cm
80 cm
123 cm
120 cm

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

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

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 2/qmax)
(L/2) (1 - 5/qmax)
(L/2) (1 - 3/qmax)
(L/3) (1 - 5/qmax)

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A circular curve
An elliptical curve
A straight line
A parabolic curve

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RCC Structures Design
A foundation is called shallow if its depth, is

One-fourth of its width
Half of its width
Three-fourth of its width
Equal to its width

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is increased by PZ/e
Remains unchanged
Is increased by Pe/Z
Is decreased by Pe/Z

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