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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. The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

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3. For rivets in tension with counter-sunk heads, the tensile value shall be

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4. Lug angles

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5. The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

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6. The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

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7. The least dimension in case of a circular column of diameter D is taken as

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8. The effect of racking forces is considered in the design of i) lateral braces, ii) chord members. The correct answer is

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9. The number of seismic zones in which the country has been divided are

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10. Area of openings for buildings of large permeability is more than

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11. The bracing between two columns of a steel tank will be designed to resist

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12. The capacity of the smallest pressed steel tank is

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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 maximum spacing of vertical stiffeners is(where d is the distance between flange angles)

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15. Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

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16. The web crippling due to excessive bearing stress can be avoided by

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17. Horizontal stiffener in a plate girder is provided to safe guard against

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18. The use of tie plates in laced columns is

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19. According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

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20. According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

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21. Select the correct statement

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22. Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

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23. By providing sufficient edge distance, which of the following failures of riveted joint can be avoided?

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24. If the thickness of plate to be connected by a rivet is 16mm, then suitable size of rivet as per Unwin’s formula will be

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25. Bending compressive and tensile stresses respectively are calculated based on

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26. 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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27. At-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

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28. The steel generally used in R.C.C. work, is

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29. Enlarged head of a supporting column of a flat slab is technically known as

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30. On a circular slab of radius, the maximum radial moment at the center if the load on the slab in wkn/m2

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31. The spacing of the main bars in a simply supported slab, should not exceed its effective depth by

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32. The self-weight of the footing, is

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33. Which of the following methods of structural analysis is a displacement method?

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34. Which of the following is not the displacement method?

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35. For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

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36. Bending moment at any section in a conjugate beam gives in the actual beam

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37. While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of

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38. The three moments equation is applicable only when

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39. In moment distribution method, the sum of distribution factors of all tha members meeting at any joint is always

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40. 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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41. In frame structure, what transfers the load to columns?

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42. The diameter of base of conical flare of a steel stack is 9where d is the diameter of the cylindrical part)

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43. The effect of racking forces is considered in the design of ( i) lateral braces, ii) chord members) The correct answer is

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44. 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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45. Generally, the purlins are placed at the panel points so as to avoid

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46. The maximum permissible span of asbestos cement sheets is

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47. Bearing stiffeners are provided at ( i) the supports, ii) the mid span, iii) the point of application of concentrated loads) The correct answer is

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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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