RCC Sheet 35
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1) Question.
For initial estimate for a beam design, the width is assumed
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2) Question.
The ratio of the breadth to effective depth of a beam is kept
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3) Question.
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactor in case of a
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4) Question.
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed
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5) Question.
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is
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6) Question.
If W is the uniformly distributed load on a circular slab of radius R fixed at its ends, the maximum positive radial moment at its centre, is
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7) Question.
If W is the load on a circular slab of radius R, the maximum circumferntial moment at the centre of the slab, is
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8) Question.
If W is the load on a circular slab of radius R, the maximum radial moment at the centre of the slab, is
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9) Question.
A circular slab subjected to external loading, deflects to form a
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10) Question.
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the disign of the span of a square flat slab, should not be less than
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