A reference is shown in the rightmost column for many of the limit states reported in the Limcon output. It is usually a reference to a clause of the configured design code but there are also references to the notes in the table below.
Note 1 Flexural yield capacity ignoring section slenderness. Note 2 Shear yield capacity ignoring slenderness. Note 3 Tensile yield capacity of section.
Note 4 Compression yield capacity of section ignoring slenderness. Note 5 Eccentricity moment shared 50% gusset plate, 50% attached plate. Note 6 Eccentricity moment shared 90% gusset plate, 10% bracing member. Note 7 Note 8 Note 9 Note 10 Note 11 Note 12 Note 13 Note 14 Note 15 Note 16 Note 17 Note 18 Note 19
Limcon V3 4:Technical Notes • 81
References
1. ANSI/AISC 360-05 – Specification for Structural Steel Buildings – American Institute of Steel Construction – 2005.
2. CAN/CSA-S16-01 – 2003 – Limit States Design of Steel Structures. 3. BS 5950-1:2000 – Structural Use of Steelwork in Building – Part 1:
Code of Practice for Design of Rolled and Welded Sections.
4. AS 4100 – 1998 – Steel Structures.
5. NZS 3404:Part 1:1997 – Steel Structures Standard. 6. Steel Construction Manual – 13th Edition
– American Institute of Steel Construction – 2005. 7. Hollow Structural Sections Connections Manual
– American Institute of Steel Construction – 1997. 8. Handbook of Steel Construction – 8th Edition
– Canadian Institute of Steel Construction – 2004. 9. Joints in Steel Construction – Moment Connections
– Publication P207 – SSCI & BCSA – 1995. 10. Joints in Steel Construction – Simple Connections
– Publication P212 – SSCI & BCSA – 2002. 11. Design of Structural Connections – 4th Edition
– T.J. Hogan & I.R. Thomas – Australian Steel Institute – 1994. 12. Design of Structural Steel Hollow Section Connections – Volume 1:
Design Models – 1st Edition
– A.A. Syam & B.G. Chapman – Australian Steel Institute – 1996. 13. Recommended Seismic Design Criteria for New Steel Moment-Frame
Buildings – FEMA-350 – Chapter 3: Connection Qualification
– Federal Emergency Management Agency – 2000. 14. Commentary and Recommendations on FEMA-350
– SEAOC – January 2002.
15. ANSI/AISC 358-05 – Seismic Provisions for Structural Steel Buildings – American Institute of Steel Construction – 2005.
16. ANSI/AISC 341-05 – Prequalified Connections for Special and
Intermediate Steel Moment Frames for Seismic Applications
– American Institute of Steel Construction – 2005. 17. Seismic Design Manual
– American Institute of Steel Construction – 2006.
18. Flush and Extended Multiple Row Moment End Plate Connections – T.M. Murray & W.L. Shoemaker – Steel Design Guide 16 – American Institute of Steel Construction – 2002.
19. Extended End Plate Moment Connections – Seismic and Wind
Applications – 2nd Edition – T.M. Murray & E.A. Sumner
– Steel Design Guide 4
20. Stiffening of Wide Flange Columns at Moment Connections: Wind and
Seismic Applications – C.J. Carter – Steel Design Guide 13
– American Institute of Steel Construction – 1999.
21. High Strength Bolts – A Primer for Structural Engineers – G.L Kulak – Steel Design Guide 17
– American Institute of Steel Construction – 2002. 22. Base Plate and Anchor Rod Design – 2nd Edition
– J.M. Fisher & L.A. Kloiber – Steel Design Guide 1 – American Institute of Steel Construction – 2006.
23. Handbook of Structural Steel Connection Design and Details – A.R. Tamboli – McGraw-Hill – 1999.
24. Limit States Design in Structural Steel – 7th Edition
– G.L. Kulak & G.Y. Grondin
– Canadian Institute of Steel Construction – 2002.
25. Hollow Structural Section Connections and Trusses – A Design Guide – J.A. Packer & J.E. Henderson
– Canadian Institute of Steel Construction – 1997. 26. Steel Designers’ Manual – 6th Edition
– The Steel Construction Institute – 2003.
27. Design Model for Bolted Moment End Plate Connections Using
Rectangular Hollow Sections
– A.T. Wheeler, M.J. Clarke, G.J. Hancock, T.M. Murray
– University of Sydney Centre for Advanced Structural Engineering Research Report No. R745 – 1997.
28. Design Model for Bolted Moment End Plate Connections Joining
Rectangular Hollow Sections Using Eight Bolts – A.T. Wheeler, M.J.
Clarke, G.J. Hancock – University of Sydney Centre for Advanced Structural Engineering Research Report No. R827 – 2003.
29. Seismic Behavior and Design of Gusset Plates – Abolhassan Astaneh-Asl
– Structural Steel Educational Council – 1998.
30. Design of Pinned Column Base Plates – G. Ranzi & P. Kneen – Australian Steel Institute
– Steel Construction Vol. 36 No. 2 – Sep. 2002.
31. Gusset Plate Connection to Round HSS Tension Members – J.J. Roger Cheng & G.L. Kulak
– AISC Engineering Journal 4th Quarter – 2000. 32. The Design of Pins – R.Q. Bridge
– Proceedings of the 16th Australasian Conference on the Mechanics of
Structures and Materials – 1999.
33. Design of Portal Frame Buildings – 3rd Edition
– S.T. Woolcock, S. Kitipornchai, M.A. Bradford – Australian Steel Institute – 1999.
Limcon V3 4:Technical Notes • 83
34. Connection Handbook 1 – Design of Structural Steel Connections – T.J. Hogan & S.A. Munter – Australian Steel Institute – 2007. 35. Connection Design Guide 1 – Bolting in Structural Steel Connections
– T.J. Hogan & S.A. Munter – Australian Steel Institute – 2007. 36. Connection Design Guide 2 – Welding in Structural Steel Connections
– T.J. Hogan & S.A. Munter – Australian Steel Institute – 2007. 37. Connection Design Guide 3 – Web Side Plate Connections
– T.J. Hogan & S.A. Munter – Australian Steel Institute – 2007. 38. Connection Design Guide 4 – Flexible End Plate Connections
– T.J. Hogan & S.A. Munter – Australian Steel Institute – 2007. 39. Connection Design Guide 5 – Angle Cleat Connections
– T.J. Hogan & S.A. Munter – Australian Steel Institute – 2007. 40. Connection Design Guide 6 – Seated Connections
– T.J. Hogan & S.A. Munter – Australian Steel Institute – 2007. 41. Connection Design Guide 10 – Bolted Moment End Plate Beam Splice
Connections – T.J. Hogan & N. van der Kreek
– Australian Steel Institute – 2009.
42. Connection Design Guide 11 – Welded Beam to Column Moment
Connections – T.J. Hogan & N. van der Kreek
– Australian Steel Institute – 2009.
43. Connection Design Guide 12 – Bolted End Plate to Column Moment
Connections – T.J. Hogan & N. van der Kreek
– Australian Steel Institute – 2009.
44. Connection Design Guide 13 – Splice Connections – T.J. Hogan & N. van der Kreek
– Australian Steel Institute – 2009.
45. BS EN 1993-1-1:2005 – Eurocode 3: Design of Steel Structures
– Part 1-1: General Rules and Rules for Buildings.
46. BS EN 1993-1-5:2006 – Eurocode 3: Design of Steel Structures
– Part 1-5: Plated Structural Elements.
47. BS EN 1993-1-8:2005 – Eurocode 3: Design of Steel Structures
– Part 1-8: Design of Joints.
48. The Behaviour and Design of Steel Structures to EC3 – 4th Edition – N.S. Trahair, M,A. Bradford, D.A. Nethercot, L. Gardner – Taylor & Francis – 2008.
49. Structural Design of Steelwork to EN 1993 and EN 1994 – 4th Edition – Lawrence Martin & John Purkiss – Butterworth-Heinemann – 2008.
Limcon V3 5:DXF Output • 85