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

Welcome to your Steel structures Mock test - 5
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You have only 20 mins to complete the test (25 Questions)
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1. Load factor is
2. The actual thickness of butt weld as compared to the thickness of plate is usually
3. The effective length of a battened column is increased by
4. 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
5. 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
6. The strength of a riveted lap joint is equal to its
7. The maximum spacing of vertical stiffeners is
Where d is the distance between flange angles
8. When two plates are placed end to end and are joined by two cover plates, the joint is known as
9. The range of economical spacing of trusses varies from
where L is span
10. For steel members not exposed to weather, the thickness of steel should not be less than
11. The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is
12. Minimum pitch provided in riveted steel tanks is
13. When a tension member consists of two channel sections, the allowance for rivet hole is made for two holes from
14. Effective sectional area of a compression member is:
15. 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
16. The slenderness ratio of lacing bars should not exceed
17. Diameter of a bolt hole is usually taken a
18. The external wind pressure acting on a roof depends on
19. Number of rivets required in a joint, is
20. The number of seismic zones in which the country has been divided is
21. The mechanism method and the statical method give
22. The spans are considered approximately equal if the longest span does not exceed the shortest span by more than
23. When a tension member is made of four angles with a plate as a web, the allowance for holes is made as
24. In plastic analysis, the shape factor for circular sections, is
25. 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

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