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




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







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