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  • The following conditions are automatically controlled for column flange to beam flange connection in accordance with 9B.4.6.

  • The beam flange will be connected to the column flange with complete joint penetration groove weld.

  • Weld access holes will have the geometry and application conditions given in Figure 9B.6.

  • The dimensioning of the connection is automatically computed using Eq. 9B.1 with Cpr = 1 as required by -9B.4.3.

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Prequalification Limits

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