Steel Structures Design Mock test – 5 || Civil Engineering Mock tests




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1. The range of economical spacing of trusses varies from
where L is span
2. Load factor is
3. The spans are considered approximately equal if the longest span does not exceed the shortest span by more than
4. The external wind pressure acting on a roof depends on
5. The effective length of a battened column is increased by
6. The slenderness ratio of lacing bars should not exceed
7. When a tension member consists of two channel sections, the allowance for rivet hole is made for two holes from
8. To keep the intensity of bearing pressure between the column base and concrete compressive and  to vary from zero to 2P/BL, the ratio of the moment M to the axial load P should be
9. The number of seismic zones in which the country has been divided is
10. When a tension member is made of four angles with a plate as a web, the allowance for holes is made as
11. Minimum pitch provided in riveted steel tanks is
12. Effective sectional area of a compression member is:
13. 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
14. The actual thickness of butt weld as compared to the thickness of plate is usually
15. When two plates are placed end to end and are joined by two cover plates, the joint is known as
16. The failure of a web plate takes place by yielding if the ratio of the clear depth to thickness of the  web, is less than
17. The maximum spacing of vertical stiffeners is
Where d is the distance between flange angles
18. For steel members not exposed to weather, the thickness of steel should not be less than
19. In plastic analysis, the shape factor for circular sections, is
20. The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is
21. Diameter of a bolt hole is usually taken a
22. The effective length of a double angle strut with angles placed back to back and connected to both the sides of a gusset plate, by not less than two rivets, is
23. The strength of a riveted lap joint is equal to its
24. Number of rivets required in a joint, is
25. The mechanism method and the statical method give







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