| 1. | The average shear stress on the gross-section of web (when web buckling is not a factor) should not exceed ? | |
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74.5 MPa
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84.5 MPa
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94.5 MPa
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104.5 MPa
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Report Question| 2. | The gross-section of the web of a beam is equal to ? | |
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Depth of beam / Web thickness
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2 x Depth of beam / Web thickness
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Depth of beam x Web thickness
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none of these
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| 3. | The beams resting on purlins are known ? | |
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spandrel beams
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rafters
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trimmers
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stringers
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| 4. | In a grillage footing, the maximum bending moment occurs at the ? | |
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edge of beam
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edge of base plate
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centre of beam
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none of these
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| 5. | In a tension member, when one or more than one rivet hole is off the line, then the failure of plate depends upon ? | |
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diameter of rivet hole
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pitch of rivets
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gauge of rivets
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all of these
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| 6. | The Euler's formula for columns is valid for ? | |
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zero slenderness ratio
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small slenderness ratio
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large slenderness ratio
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all of these
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| 7. | The buckling load in a steel column is ? | |
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related to the length
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directly proportional to slenderness ratio
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inversely proportional to slendeness ratio
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non-linearly to the slenderness ratio
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| 8. | A column base is subjected to moment. If the intensity of bearing pressure due to axial equal to stress due to the moment, then the bearing pressure between the base and the concrete is ? | |
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uniform compression throughout
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uniform tension throughout
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zero at one end and compression at the other end
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tension at one end and compression at the other end
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| 9. | Which of the following is not a tension member ? | |
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Cable
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Bar
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Tie
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Boom
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| 10. | The net sectional area of a tension member is equal to ? | |
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gross-sectional area
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gross-sectional area minus, the maximum deduction for rivet holes
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gross-sectional area plus the maximum deduction for rivet holes
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two times the gross-sectional area
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