Calculation Examples of Design Buckling Resistance Moment | Lateral Torsional Buckling | Eurocode 3
Автор: Dilakshana Mayadunne
Загружено: 2020-02-03
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Two examples of calculating buckling resistance of steel beams.
• Example 1 from ‘Structural Elements Design Manual’ (Draycott & Bullman 2009):
Determine the design buckling resistance moment of an unrestrained 686 x 254 x 170kg/m UB segment in S275 steel with an effective length of 5.0m if the bending moment is constant along the segment and that the load is applied through the shear centre.
• Example 2 from Access Steel: Simply supported laterally unrestrained beam
• Examples using Tekla Tedds and MasterSeries MasterKey Steel Design
Related videos: Cross-section Classification & Resistance to Local Buckling: • Cross-section Classification & Resistance ...
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Part 03 - Eurocode 3 Structural Analysis: • Eurocode 3 Structural Analysis | EC3 | EN1...
Part 04 - Brittle Fracture: • Brittle Fracture | Eurocode 3 | EC3 | EN19...
Part 05 - Cross-section Classification + Buckling: • Cross-section Classification & Resistance ...
Part 06 - Steel Beam Design - Bending + Example: • Steel Beam Design - Bending + Example | Eu...
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Part 08 - Steel Beam Design - SLS: • Steel Beam Design - Serviceability Limit S...
Part 09 - Introduction to Lateral Torsional Buckling: • Introduction to Lateral Torsional Buckling...
Part 10 - Design Buckling Resistance Moment: • How to Calculate Design Buckling Resistanc...
Part 11 - Design Buckling Resistance Examples: • Calculation Examples of Design Buckling Re...
Part 12 - Steel Column - Compression Member Design: • Steel Column Design | Compression Member D...
Part 13 - Steel Column - Buckling Resistance: • Steel Column Design | Buckling Resistance ...
Part 14 - Steel Column - Buckling Example: • Steel Column Design - Buckling Example Cal...
Part 15 - Tension Member Design - Fastener Design: • Steel Tension Member Design | Staggered & ...
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Part 17 - Axial Compression, Bending, Torsion: • Steel Member Design | Axial Compression + ...
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Disclaimer: This material is provided on an 'as is' basis without warranty of any kind. There is no warranty that the material will meet your requirements, that the material is error-free, that results obtained from the use of the material will be reliable, nor that any errors in the material will be corrected.
Acknowledgement: This material was developed through a project part-funded by the UK Higher Education Academy under the Northern Ireland Enhancement Fund (grant DCE 620). Video credit: Queen's University Belfast - http://www.qub.ac.uk
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