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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 connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm, h = the outstand of stiffener in mm)

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

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5. Load factor is

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6. The ratio of plastic section modulus to elastic section modulus

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7. The mechanism method and the statical method give

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8. Shape factor is a property which depends

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9. In case of timber structures, the form factor for solid circular cross-section is taken as

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

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11. If the floor is supported at or near the bottom but top chords of a bridge are not braced, then the bridge is called

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

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13. The minimum thickness of plates in a steel stack should be

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14. The risk coefficient k, depends on

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15. Rivets connecting flange angles to cover plates in a plate girder are subjected to

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16. Bearing stiffener in a plate girder is used to

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17. The forces acting on the web splice of a plate girder are

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18. As per IS: 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

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19. 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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20. The use of tie plates in laced columns is

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21. The best arrangement to provide unified behavior inbuilt up steel columns is by

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22. The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

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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. The effective length of a fillet weld should not be less than

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26. The difference between gross diameter and nominaldia meter for the rivets up to 25 mm diameter is

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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. Bending compressive and tensile stresses respectively are calculated based on

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30. The width of the flange of a T-beam should be less than

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31. With usual notations the depth of the neutral axis of a balanced section, is given by

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

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

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35. The minimum thickness of s flat slab is taken

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36. In the displacement method of structural analysis, the basic unknowns are

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37. Which of the following methods of structural analysis is a force method?

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

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

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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. In the slope deflection equations, the deformations are considered to be caused by

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43. 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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44. Normally in a truss structure, tension occurs at/for?

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45. Which of the below is a disadvantage of frame structure?

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46. For a continuous slab of 3m 3.5m size, the minimum overall depth of slab to satisfy vertical deflection limits is?

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47. 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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48. The sway bracing is designed to transfer

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49. The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

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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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