FAQ’s for Structural Design Jobs
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1. Lug angles
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2. The moment-curvature relation at a plastic hinge is
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3. The mechanism method and the statical method give
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4. Shape factor is a property which depends
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5. In case of timber structures, the form factor for solid circular cross-section is taken as
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6. The least dimension in case of a circular column of diameter D is taken as
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7. compression force in two end posts The pin of a rocker bearing in a bridge is designed for
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8. In case of timber structures, the simple bending formula M = fz may be applied for
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9. The bracing provided in the plane of end posts is called
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10. The portal bracing in a truss bridge is used to
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11. 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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12. Which of the following sections should preferably be used at places where torsion occurs?
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13. The minimum thickness of plates in a steel stack should be
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14. 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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15. The internal pressure coefficient on walls for buildings with large permeability is taken as
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16. Rivets connecting flange angles to cover plates in a plate girder are subjected to
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17. The forces acting on the web splice of a plate girder are
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18. Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is
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19. Shear buckling of web in a plate girder is prevented by using
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20. The effective length of a battened column is increased by
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21. The use of tie plates in laced columns is
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22. The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is
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23. According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as
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24. The slenderness ratio of a column supported throughout its length by a masonry wall is
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25. A circular column section is generally not used in actual practice because
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26. The actual thickness of butt weld as compared to the thickness of plate is usually
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27. When the bolts are subjected to reversal of stresses, the most suitable type of bolt is
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28. Bolts are most suitable to carry
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29. When the axis of load lies in the plane of rivet group, then the rivets are subjected to
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30. Bending compressive and tensile stresses respectively are calculated based on
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31. The heaviest I-section for same depth is
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32. If the size of a column is reduced above the floor, the main bars of the column, are
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33. The width of the rib of a T-beam , is generally kept between
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34. For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to
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35. The steel generally used in R.C.C. work, is
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36. The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is
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37. Enlarged head of a supporting column of a flat slab is technically known as
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38. If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is
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39. In the displacement method of structural analysis, the basic unknowns are
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40. Bending moment at any section in a conjugate beam gives in the actual beam
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41. While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of
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42. The carryover factor in a prismatic member whose far end is fixed is
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43. 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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44. A lift of weight W is lifted by a rope with an acceleration f. if the area of cross-section of the rope is A, the stress in the rope is?
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45. A rod of uniform cross-section A and length L force P. The young’s modules E of the material, is?
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46. For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is?
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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. Normally, the angle of roof truss with asbestos sheets should not be less than
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49. The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)
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50. Which of the following types of riveted joint is free from bending stresses ?
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