Steel Tension Member Design | Staggered & Non-staggered Fastener Design | Eurocode 3 | EN1993 | EC3
6.5 هزار بار بازدید -
4 سال پیش
-
As the tensile force increase
As the tensile force increase on a member it will straighten out as the load is increased. For a member that is purely in tension, we do not need to worry about the section classification since it will not buckle locally.
A tension member fails when it reaches the ultimate stress and the failure load is independent of the length of the member. Tension members are generally design using rolled sections, bars or flats.
This video covers following topics.
00:00 - Introduction
00:38 - Tension member design theory
08:07 - Summary of tension member design steps
09:16 - Non-staggered fasteners
10:18 - Staggered fasteners
12:17 - Example - Staggered fasteners
The part two of this presentation covers
- Angles with a welded end connection
- Example - Angles with a welded end connection
- Angles connected by a single row of bolts
- Example - Angles connected by a single row of bolts
- MaterSeries example - Tension member design
Please follow the link to the part 2: Steel Tension Member Design | Welded ...
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▶️ Watch Eurocode 3 Series
Part 01 - Introduction to Eurocode 3: Introduction to Eurocode 3 | EC3 | EN...
Part 02 - Introduction to Eurocode 0: Introduction to Eurocode 0 | EC0 | EN...
Part 03 - Eurocode 3 Structural Analysis: Eurocode 3 Structural Analysis | EC3 ...
Part 04 - Brittle Fracture: Brittle Fracture | Eurocode 3 | EC3 |...
Part 05 - Cross-section Classification + Buckling: Cross-section Classification & Resist...
Part 06 - Steel Beam Design - Bending + Example: Steel Beam Design - Bending + Example...
Part 07 - Steel Beam Design - Shear: Steel Beam Design - Shear | Combined ...
Part 08 - Steel Beam Design - SLS: Steel Beam Design - Serviceability Li...
Part 09 - Introduction to Lateral Torsional Buckling: Introduction to Lateral Torsional Buc...
Part 10 - Design Buckling Resistance Moment: How to Calculate Design Buckling Resi...
Part 11 - Design Buckling Resistance Examples: Calculation Examples of Design Buckli...
Part 12 - Steel Column - Compression Member Design: Steel Column Design | Compression Mem...
Part 13 - Steel Column - Buckling Resistance: Steel Column Design | Buckling Resist...
Part 14 - Steel Column - Buckling Example: Steel Column Design - Buckling Exampl...
Part 15 - Tension Member Design - Fastener Design: Steel Tension Member Design | Stagger...
Part 16 - Tension Member Design - Connections: Steel Tension Member Design | Welded ...
Part 17 - Axial Compression, Bending, Torsion: Steel Member Design | Axial Compressi...
Part 18 - Bolted Connections - Pinned & Fixed (Rigid): Steel Connections | Bolted Joint Desi...
Part 19 - Welded Connections - Pinned & Fixed (Rigid): Steel Connections | Welded Joint Desi...
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#Tension #TensionMembers #SteelDesign
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
Photo credit: SteelConstruction.info
A tension member fails when it reaches the ultimate stress and the failure load is independent of the length of the member. Tension members are generally design using rolled sections, bars or flats.
This video covers following topics.
00:00 - Introduction
00:38 - Tension member design theory
08:07 - Summary of tension member design steps
09:16 - Non-staggered fasteners
10:18 - Staggered fasteners
12:17 - Example - Staggered fasteners
The part two of this presentation covers
- Angles with a welded end connection
- Example - Angles with a welded end connection
- Angles connected by a single row of bolts
- Example - Angles connected by a single row of bolts
- MaterSeries example - Tension member design
Please follow the link to the part 2: Steel Tension Member Design | Welded ...
📲 Download my RC Section App 📲
https://apps.apple.com/gb/app/rc-sect...
▶️ Watch Eurocode 3 Series
Part 01 - Introduction to Eurocode 3: Introduction to Eurocode 3 | EC3 | EN...
Part 02 - Introduction to Eurocode 0: Introduction to Eurocode 0 | EC0 | EN...
Part 03 - Eurocode 3 Structural Analysis: Eurocode 3 Structural Analysis | EC3 ...
Part 04 - Brittle Fracture: Brittle Fracture | Eurocode 3 | EC3 |...
Part 05 - Cross-section Classification + Buckling: Cross-section Classification & Resist...
Part 06 - Steel Beam Design - Bending + Example: Steel Beam Design - Bending + Example...
Part 07 - Steel Beam Design - Shear: Steel Beam Design - Shear | Combined ...
Part 08 - Steel Beam Design - SLS: Steel Beam Design - Serviceability Li...
Part 09 - Introduction to Lateral Torsional Buckling: Introduction to Lateral Torsional Buc...
Part 10 - Design Buckling Resistance Moment: How to Calculate Design Buckling Resi...
Part 11 - Design Buckling Resistance Examples: Calculation Examples of Design Buckli...
Part 12 - Steel Column - Compression Member Design: Steel Column Design | Compression Mem...
Part 13 - Steel Column - Buckling Resistance: Steel Column Design | Buckling Resist...
Part 14 - Steel Column - Buckling Example: Steel Column Design - Buckling Exampl...
Part 15 - Tension Member Design - Fastener Design: Steel Tension Member Design | Stagger...
Part 16 - Tension Member Design - Connections: Steel Tension Member Design | Welded ...
Part 17 - Axial Compression, Bending, Torsion: Steel Member Design | Axial Compressi...
Part 18 - Bolted Connections - Pinned & Fixed (Rigid): Steel Connections | Bolted Joint Desi...
Part 19 - Welded Connections - Pinned & Fixed (Rigid): Steel Connections | Welded Joint Desi...
🔔 Connect with Dilakshana Mayadunne 🔔
Facebook.com/IamDilakshana
Twitter.com/IamDilakshana
LinkedIn.com/in/Dilakshana/
Instagram.com/civil_structural_engin/
http://www.dilakshana.com/
Join Linkedin group (Design to Eurocodes) 👉🏻 LinkedIn: 9004030
Join Facebook group (Let’s Talk Civil Engineering) 👉🏻 Facebook: CivilandStructuralEngineer
#Tension #TensionMembers #SteelDesign
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
Photo credit: SteelConstruction.info
4 سال پیش
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