Steel Structures Design Mock test – 5 || Civil Engineering Mock tests - CIVIL ENGINEERING OBJECTIVE

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