https://www.structuralwiki.org/structural-wiki-en/index.php?action=history&feed=atom&title=Gusset_plate
Gusset plate - Revision history
2026-08-13T15:00:48Z
Revision history for this page on the wiki
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https://www.structuralwiki.org/structural-wiki-en/index.php?title=Gusset_plate&diff=10717&oldid=prev
Ok at 01:29, 31 August 2009
2009-08-31T01:29:11Z
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<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>Traditional methodology employs general [[beam theory]] structural mechanics to analyze the gusset plates and estimate design stresses along a critical section. One of the assumptions of beam theory is that the individual components of stress caused by shear, axial force and bending can be decoupled from the aggregate complex stress state and analyzed independently without a significant loss in accuracy.<ref>Reggie Holt and Joseph Hartmann: [http://www.ntsb.gov/Recs/letters/2008/H08_1_Design_Adequacy_Report.pdf Adequacy of the U10 & L11 Gusset Plate Designs for the Minnesota Bridge No. 9340] (I-35W over the Mississippi River), INTERIM REPORT, January 11, 2008 - provides detailed description of procedures used for gusset plate design, including limited historical background with focus on [[AASHTO | AASHTO specificiations]]</ref><ref>J.J. Roger Cheng, Gilbert Y. Grondin, and Michael C.H. Yam: [http://www.aisc.org/<del style="font-weight: bold; text-decoration: none;">Content</del>/<del style="font-weight: bold; text-decoration: none;">ContentGroups</del>/<del style="font-weight: bold; text-decoration: none;">Documents</del>/<del style="font-weight: bold; text-decoration: none;">Connections_IV_Proceedings</del>/<del style="font-weight: bold; text-decoration: none;">307</del>.pdf Design and behavior of gusset plate connections]</ref> Below is outline of the design steps:</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>Traditional methodology employs general [[beam theory]] structural mechanics to analyze the gusset plates and estimate design stresses along a critical section. One of the assumptions of beam theory is that the individual components of stress caused by shear, axial force and bending can be decoupled from the aggregate complex stress state and analyzed independently without a significant loss in accuracy.<ref>Reggie Holt and Joseph Hartmann: [http://www.ntsb.gov/Recs/letters/2008/H08_1_Design_Adequacy_Report.pdf Adequacy of the U10 & L11 Gusset Plate Designs for the Minnesota Bridge No. 9340] (I-35W over the Mississippi River), INTERIM REPORT, January 11, 2008 - provides detailed description of procedures used for gusset plate design, including limited historical background with focus on [[AASHTO | AASHTO specificiations]]</ref><ref>J.J. Roger Cheng, Gilbert Y. Grondin, and Michael C.H. Yam: [http://www.aisc.org/<ins style="font-weight: bold; text-decoration: none;">assets</ins>/<ins style="font-weight: bold; text-decoration: none;">0</ins>/<ins style="font-weight: bold; text-decoration: none;">544</ins>/<ins style="font-weight: bold; text-decoration: none;">550</ins>/<ins style="font-weight: bold; text-decoration: none;">668/65df6460-cd61-408a-b370-d02790f89c15</ins>.pdf Design and behavior of gusset plate connections]</ref> Below is outline of the design steps:</div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''stress check:'''</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''stress check:'''</div></td></tr>
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Ok
https://www.structuralwiki.org/structural-wiki-en/index.php?title=Gusset_plate&diff=10715&oldid=prev
Ok at 01:26, 31 August 2009
2009-08-31T01:26:08Z
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<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>A large connecting [[plate]] used at [[panel point|panel points]] to join the [[chord]] and the [[web]] members.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>A large connecting [[plate]] used at [[panel point|panel points]] to join the [[chord]] and the [[web]] members.</div></td></tr>
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Ok
https://www.structuralwiki.org/structural-wiki-en/index.php?title=Gusset_plate&diff=10224&oldid=prev
Ok at 02:14, 23 May 2009
2009-05-23T02:14:20Z
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Ok
https://www.structuralwiki.org/structural-wiki-en/index.php?title=Gusset_plate&diff=10222&oldid=prev
Ok at 02:12, 23 May 2009
2009-05-23T02:12:57Z
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<tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;">| tag = connection</del></div></td><td colspan="2" class="diff-side-added"></td></tr>
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<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>A large connecting [[plate]] used at [[panel point|panel points]] to join the [[chord]] and the [[web]] members.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>A large connecting [[plate]] used at [[panel point|panel points]] to join the [[chord]] and the [[web]] members.</div></td></tr>
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Ok
https://www.structuralwiki.org/structural-wiki-en/index.php?title=Gusset_plate&diff=9210&oldid=prev
Ok at 02:35, 6 December 2008
2008-12-06T02:35:38Z
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<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>A large connecting [[plate]] used at [[panel point|panel points]] to join the [[chord]] and the [[web]] members.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>A large connecting [[plate]] used at [[panel point|panel points]] to join the [[chord]] and the [[web]] members.</div></td></tr>
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Ok
https://www.structuralwiki.org/structural-wiki-en/index.php?title=Gusset_plate&diff=9073&oldid=prev
Ok at 04:56, 22 November 2008
2008-11-22T04:56:42Z
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<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>A large connecting [[plate]] used at [[panel point|panel points]] to join the [[chord]] and the [[web]] members.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>A large connecting [[plate]] used at [[panel point|panel points]] to join the [[chord]] and the [[web]] members.</div></td></tr>
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Ok
https://www.structuralwiki.org/structural-wiki-en/index.php?title=Gusset_plate&diff=8708&oldid=prev
Ok at 03:58, 16 January 2008
2008-01-16T03:58:35Z
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<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==Design Procedure==</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==Design Procedure==</div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>Traditional methodology employs general [[beam theory]] structural mechanics to analyze the gusset plates and estimate design stresses along a critical section. One of the assumptions of beam theory is that the individual components of stress caused by shear, axial force and bending can be decoupled from the aggregate complex stress state and analyzed independently without a significant loss in accuracy.<ref>Reggie Holt and Joseph Hartmann: [http://www.ntsb.gov/Recs/letters/2008/H08_1_Design_Adequacy_Report.pdf Adequacy of the U10 & L11 Gusset Plate Designs for the Minnesota Bridge No. 9340] (I-35W over the Mississippi River), INTERIM REPORT, January 11, 2008 - provides detailed description of procedures used for gusset plate design, including limited historical background with focus on [[AASHTO | AASHTO specificiations]]</ref> Below is outline of the design steps:</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>Traditional methodology employs general [[beam theory]] structural mechanics to analyze the gusset plates and estimate design stresses along a critical section. One of the assumptions of beam theory is that the individual components of stress caused by shear, axial force and bending can be decoupled from the aggregate complex stress state and analyzed independently without a significant loss in accuracy.<ref>Reggie Holt and Joseph Hartmann: [http://www.ntsb.gov/Recs/letters/2008/H08_1_Design_Adequacy_Report.pdf Adequacy of the U10 & L11 Gusset Plate Designs for the Minnesota Bridge No. 9340] (I-35W over the Mississippi River), INTERIM REPORT, January 11, 2008 - provides detailed description of procedures used for gusset plate design, including limited historical background with focus on [[AASHTO | AASHTO specificiations]<ins style="font-weight: bold; text-decoration: none;">]</ref><ref>J.J. Roger Cheng, Gilbert Y. Grondin, and Michael C.H. Yam: [http://www.aisc.org/Content/ContentGroups/Documents/Connections_IV_Proceedings/307.pdf Design and behavior of gusset plate connections</ins>]</ref> Below is outline of the design steps:</div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''stress check:'''</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''stress check:'''</div></td></tr>
</table>
Ok
https://www.structuralwiki.org/structural-wiki-en/index.php?title=Gusset_plate&diff=8707&oldid=prev
Ok at 03:54, 16 January 2008
2008-01-16T03:54:07Z
<p></p>
<table style="background-color: #fff; color: #202122;" data-mw="interface">
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<col class="diff-marker" />
<col class="diff-content" />
<tr class="diff-title" lang="en">
<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 05:54, 16 January 2008</td>
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<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==Design Procedure==</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==Design Procedure==</div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>Traditional methodology employs general [[beam theory]] structural mechanics to analyze the gusset plates and estimate design stresses along a critical section. One of the assumptions of beam theory is that the individual components of stress caused by shear, axial force and bending can be decoupled from the aggregate complex stress state and analyzed independently without a significant loss in accuracy.<ref>Reggie Holt and Joseph Hartmann: [http://www.ntsb.gov/Recs/letters/2008/H08_1_Design_Adequacy_Report.pdf Adequacy of the U10 & L11 Gusset Plate Designs for the Minnesota Bridge No. 9340] (I-35W over the Mississippi River), INTERIM REPORT, January 11, 2008 - provides detailed description of procedures used for gusset plate design, including limited historical background with focus on [[AASHTO | AASHTO specificiations]]</ref></div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>Traditional methodology employs general [[beam theory]] structural mechanics to analyze the gusset plates and estimate design stresses along a critical section. One of the assumptions of beam theory is that the individual components of stress caused by shear, axial force and bending can be decoupled from the aggregate complex stress state and analyzed independently without a significant loss in accuracy.<ref>Reggie Holt and Joseph Hartmann: [http://www.ntsb.gov/Recs/letters/2008/H08_1_Design_Adequacy_Report.pdf Adequacy of the U10 & L11 Gusset Plate Designs for the Minnesota Bridge No. 9340] (I-35W over the Mississippi River), INTERIM REPORT, January 11, 2008 - provides detailed description of procedures used for gusset plate design, including limited historical background with focus on [[AASHTO | AASHTO specificiations]]</ref> <ins style="font-weight: bold; text-decoration: none;">Below is outline of the design steps:</ins></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div> </div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">'''stress check:'''</ins></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div> </div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">* determine [[axial force|axial forces]] in members connecting to a joint with gusset plate</ins></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">* determine gusset plate critical sections</ins></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">* consider portion of the gusset plate on one side of the critical section and determine (from equilibrium with member forces using [[free body diagram]]) shear, axial force, and moment (V, P, M) acting on the critical section</ins></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">* using V, P and M, calculate stresses in the gusset plate and compare with allowable stress</ins></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div> </div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">'''unsupported edge adequacy:'''</ins></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div> </div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">* unsupported edge must meet [[slenderness]] criteria to prevent [[buckling]] under [[compression]] loads</ins></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>== References ==</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>== References ==</div></td></tr>
</table>
Ok
https://www.structuralwiki.org/structural-wiki-en/index.php?title=Gusset_plate&diff=8706&oldid=prev
Ok at 03:40, 16 January 2008
2008-01-16T03:40:30Z
<p></p>
<table style="background-color: #fff; color: #202122;" data-mw="interface">
<col class="diff-marker" />
<col class="diff-content" />
<col class="diff-marker" />
<col class="diff-content" />
<tr class="diff-title" lang="en">
<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 05:40, 16 January 2008</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l5">Line 5:</td>
<td colspan="2" class="diff-lineno">Line 5:</td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==Design Procedure==</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==Design Procedure==</div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>Traditional methodology employs general [[beam theory]] structural mechanics to analyze the gusset plates and estimate design stresses along a critical section. One of the assumptions of beam theory is that the individual components of stress caused by shear, axial force and bending can be decoupled from the aggregate complex stress state and analyzed independently without a significant loss in accuracy.<ref>Reggie Holt and Joseph Hartmann: [http://www.ntsb.gov/Recs/letters/2008/H08_1_Design_Adequacy_Report.pdf Adequacy of the U10 & L11 Gusset Plate Designs for the Minnesota Bridge No. 9340] (I-35W over the Mississippi River), INTERIM REPORT, January 11, 2008 - provides detailed description of procedures used for gusset plate design</ref></div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>Traditional methodology employs general [[beam theory]] structural mechanics to analyze the gusset plates and estimate design stresses along a critical section. One of the assumptions of beam theory is that the individual components of stress caused by shear, axial force and bending can be decoupled from the aggregate complex stress state and analyzed independently without a significant loss in accuracy.<ref>Reggie Holt and Joseph Hartmann: [http://www.ntsb.gov/Recs/letters/2008/H08_1_Design_Adequacy_Report.pdf Adequacy of the U10 & L11 Gusset Plate Designs for the Minnesota Bridge No. 9340] (I-35W over the Mississippi River), INTERIM REPORT, January 11, 2008 - provides detailed description of procedures used for gusset plate design<ins style="font-weight: bold; text-decoration: none;">, including limited historical background with focus on [[AASHTO | AASHTO specificiations]]</ins></ref></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>== References ==</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>== References ==</div></td></tr>
</table>
Ok
https://www.structuralwiki.org/structural-wiki-en/index.php?title=Gusset_plate&diff=8705&oldid=prev
Ok at 03:38, 16 January 2008
2008-01-16T03:38:52Z
<p></p>
<table style="background-color: #fff; color: #202122;" data-mw="interface">
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<col class="diff-content" />
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 05:38, 16 January 2008</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l2">Line 2:</td>
<td colspan="2" class="diff-lineno">Line 2:</td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>A large connecting [[plate]] used at [[panel point|panel points]] to join the [[chord]] and the [[web]] members.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>A large connecting [[plate]] used at [[panel point|panel points]] to join the [[chord]] and the [[web]] members.</div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;"></ins></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">==Design Procedure==</ins></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;"></ins></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">Traditional methodology employs general [[beam theory]] structural mechanics to analyze the gusset plates and estimate design stresses along a critical section. One of the assumptions of beam theory is that the individual components of stress caused by shear, axial force and bending can be decoupled from the aggregate complex stress state and analyzed independently without a significant loss in accuracy.<ref>Reggie Holt and Joseph Hartmann: [http://www.ntsb.gov/Recs/letters/2008/H08_1_Design_Adequacy_Report.pdf Adequacy of the U10 & L11 Gusset Plate Designs for the Minnesota Bridge No. 9340] (I-35W over the Mississippi River), INTERIM REPORT, January 11, 2008 - provides detailed description of procedures used for gusset plate design</ref></ins></div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>== References ==</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>== References ==</div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;">* Reggie Holt and Joseph Hartmann: [http:</del>/<del style="font-weight: bold; text-decoration: none;">/www.ntsb.gov/Recs/letters/2008/H08_1_Design_Adequacy_Report.pdf Adequacy of the U10 & L11 Gusset Plate Designs for the Minnesota Bridge No. 9340] (I-35W over the Mississippi River), INTERIM REPORT, January 11, 2008 - provides detailed description of procedures used for gusset plate design</del></div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;"><references </ins>/<ins style="font-weight: bold; text-decoration: none;">></ins></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div> </div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><br/></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>[[Category:Glossary]]</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>[[Category:Glossary]]</div></td></tr>
<tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>[[Category:Connections]]</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>[[Category:Connections]]</div></td></tr>
</table>
Ok