Question Category: RCC

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If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a
OpenVideRime asked 3 years ago • ,
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In a doubly reinforced beam if c and t are stresses in concrete and tension reinforcement, d is the effective depth and n is depth of critical neutral axis, the following relationship holds good
OpenVideRime asked 3 years ago • ,
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In a singly reinforced beam, the effective depth is measured from its compression edge to
OpenVideRime asked 3 years ago • ,
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Minimum spacing between horizontal parallel reinforcement of the same size should not be less than
OpenVideRime asked 3 years ago • ,
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If the depth of actual neutral axis of a doubly reinforced beam
OpenVideRime asked 3 years ago • ,
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The moment of the couple set up in a section of a beam by the longitudinal compressive and tensile force is known as
OpenVideRime asked 3 years ago • ,
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For initial estimate for a beam design, the width is assumed
OpenVideRime asked 3 years ago • ,
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An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encasted with the floor for a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is
OpenVideRime asked 3 years ago • ,
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If the permissible compressive and tensile stresses in a singly reinforced beam are 50kg/cm2 and 1400kg/cm2 respectively and the modular ratio is 18, the percentage of the steel required for an economic section is
OpenVideRime asked 3 years ago • ,
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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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