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1/2
Very Short Questions of DESIGN OF STEEL STRUCTURE-1 (B-TECH CIVIL ENGINEERING
5TH)
1. What is ductility? Why is it important?
2. What is the deference between black bolts and HSFG bolts?
3. What is groove welding? List its various types.
4. List the deferent modes of failure of a tension member
5. What is shear lag effect?
6. Can bolt holes be ignored in the design of compression members? If yes, why?
7. What is the deference in the behavior of long column and short column?
8. What is meant by shape factor of a section?
9. What is the purpose of anchor bolts in a base plate?
10. What are the load combinations that are usually considered for truss analysis?
11. Why is steel considered superior for structural applications compared to the castionrnand
wrought iron?
12. What is ductility? Why is it important?
13. What are the effects of residual stress in the design of compression members?
14. What are the reasons for riveting to become absolute?
15. What is the deference between un stiffened and stiffened steel connection?
16. Define efficiency of Joint
17. What is the Lap Joint? What is their main advantage? Which type of welds is used in Lap
Joint?
18. What is meant by web-crippling? When torsion does occur in a beam?
19. State the deference between a Purlin and Grit. What are wind columns?
20. What is the main purpose of Gantry girder? List the load that should be considered while
designing a Gantry Girder
21. List the various types of welds
22. How you can designate bolts?
23. What do you mean by lug angles?
24. Draw a bending stress diagram under a column base. Which is subjected to a point load P at an
eccentricity e.
25. What are purlins?
2/2
26. What are the deferent types of failures of tension members?
27. Explain Grillage Foundation
28. What is the recommended value of effective length of a compression member if it is
effectively held in position at both ends, but not restrained against rotation? The
unsupported length is 5.
29. How does the behavior of compression member differ with its length?
30. Find rivet value for 20 mm dia power driven rivets which are connecting two plates of
thickness 14 and 16 mm by lap joint.

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Dss 1 civil engineering b-tech 5th - ptu question papers b-rpaper.com

  • 1. 1/2 Very Short Questions of DESIGN OF STEEL STRUCTURE-1 (B-TECH CIVIL ENGINEERING 5TH) 1. What is ductility? Why is it important? 2. What is the deference between black bolts and HSFG bolts? 3. What is groove welding? List its various types. 4. List the deferent modes of failure of a tension member 5. What is shear lag effect? 6. Can bolt holes be ignored in the design of compression members? If yes, why? 7. What is the deference in the behavior of long column and short column? 8. What is meant by shape factor of a section? 9. What is the purpose of anchor bolts in a base plate? 10. What are the load combinations that are usually considered for truss analysis? 11. Why is steel considered superior for structural applications compared to the castionrnand wrought iron? 12. What is ductility? Why is it important? 13. What are the effects of residual stress in the design of compression members? 14. What are the reasons for riveting to become absolute? 15. What is the deference between un stiffened and stiffened steel connection? 16. Define efficiency of Joint 17. What is the Lap Joint? What is their main advantage? Which type of welds is used in Lap Joint? 18. What is meant by web-crippling? When torsion does occur in a beam? 19. State the deference between a Purlin and Grit. What are wind columns? 20. What is the main purpose of Gantry girder? List the load that should be considered while designing a Gantry Girder 21. List the various types of welds 22. How you can designate bolts? 23. What do you mean by lug angles? 24. Draw a bending stress diagram under a column base. Which is subjected to a point load P at an eccentricity e. 25. What are purlins?
  • 2. 2/2 26. What are the deferent types of failures of tension members? 27. Explain Grillage Foundation 28. What is the recommended value of effective length of a compression member if it is effectively held in position at both ends, but not restrained against rotation? The unsupported length is 5. 29. How does the behavior of compression member differ with its length? 30. Find rivet value for 20 mm dia power driven rivets which are connecting two plates of thickness 14 and 16 mm by lap joint.