Girder B5 / Column C3
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Connection 35
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Double – Angle Connection:
–
Web:
Angles are bolted to
Column C3 and Girder B5.
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Limit States
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Bolt Bearing
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Bolt Shear Rupture
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Block Shear Rupture
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Flexural Yielding
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Local Web Yielding
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Shear Rupture
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Shear Yielding
Field Example
Back to West Elevation
Sample Calculations