FAQ’s for Structural Design Jobs
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1. In moment resistant connections, the moment resistance of riveted connection depends upon
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2. For rivets in tension with counter-sunk heads, the tensile value shall be
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3. The shape factor of an isosceles triangle for bending about the axis parallel to the base is:
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4. Which of the following conditions is to be satisfied both in elastic and plastic analysis?
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5. Other conditions being same, the load factor in indeterminate structures is
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6. The statical method of plastic analysis satisfies
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7. The moment-curvature relation at a plastic hinge is
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8. The least dimension in case of a circular column of diameter D is taken as
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9. compression force in two end posts The pin of a rocker bearing in a bridge is designed for
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10. If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as
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11. The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)
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12. Which of the following sections should preferably be used at places where torsion occurs?
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13. Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)
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14. The risk coefficient k, depends on
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15. The internal pressure coefficient on walls for buildings with large permeability is taken as
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16. The maximum spacing of vertical stiffeners is(where d is the distance between flange angles)
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17. Bearing stiffener in a plate girder is used to
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18. Gantry girders are designed to resist
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19. Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is
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20. Shear buckling of web in a plate girder is prevented by using
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21. The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)
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22. The use of tie plates in laced columns is
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23. The slenderness ratio of a column supported throughout its length by a masonry wall is
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24. A butt weld is specified by
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25. Efficiency of a riveted joint, having the minimum pitch as per IS: 800, is
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26. As compared to field rivets, the shop rivets are
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27. When the axis of load lies in the plane of rivet group, then the rivets are subjected to
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28. When the axis of load lies in the plane of rivet group, then the most heavily loaded rivet will be the one which
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29. If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as
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30. Effective depth and depth of the neutral axis respectively of a singly reinforced?
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31. As the percentage of steel increases
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32. The width of the rib of a T-beam , is generally kept between
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33. The steel generally used in R.C.C. work, is
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34. Which of the following methods of structural analysis is a force method?
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35. Which of the following is not the displacement method?
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36. When a uniformly distributed load, shorter than the span of the girder, moves from left to right, then the conditions for maximum bending moment at a section is that
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37. When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies
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38. The maximum bending moment due to a train of wheel loads on a simply supported girder
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39. A single rolling load of 8 kN rolls alone a girder of 15 m span. the absolute maximum bending moment will be
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40. If the size of panel in a flat slab is 6m x 6m, then as per Indian standard code, the widths of column strip and middle strip are
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41. A steel rod 1 meter long having square cross section is pulled under a tensile load of 8 tones the extension in the rod was 1 mm only. if E steel=2x106kg/cm2, the side of the rod, is
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42. Which of the below is a disadvantage of frame structure?
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43. For a simply supported beam of span 15m, the maximum effective depth to satisfy vertical deflection limit should be?
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44. One of the criteria for the effective width of flange of T-beam is bf =-+bw+6Df6 in above formula, lo signifies?
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45. The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is
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46. The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as
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47. To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be
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48. As per IS: 800, for compression flange, the out stand of flange plates should not exceed (where t = thickness of thinnest flange plate)
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49. Minimum pitch of the rivets shall not be less than where d is gross diameter of rivet
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50. The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is
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