SIF''s for branch connections

From: <Arun>
Date: Sat May 28 2005 - 23:31:00 EDT

Hi guys,

Can anybody tell me how to calculate Stress intensification factors for the branch connections at 45-deg angle. Code (B-31.3) doesn't say anything on this issue.

Regards,

A.K.Garg

[Non-text portions of this message have been removed] Received on Sat May 28 23:31:00 2005

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