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Hi there, I would like to know what is the calculation behind the column flange local bending at the beam top flange in Check 22 for Bolted End plate connection? Is there
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![PDF] LOCAL FLANGE BENDING AND LOCAL WEB YIELDING LIMIT STATES IN STEEL MOMENT-RESISTING CONNECTIONS | Semantic Scholar](https://d3i71xaburhd42.cloudfront.net/6b7cb62a907c4d7080d54506fc48518213c6275a/27-Figure2.2-1.png "PDF] LOCAL FLANGE BENDING AND LOCAL WEB YIELDING LIMIT STATES IN STEEL MOMENT-RESISTING CONNECTIONS | Semantic Scholar")
PDF] LOCAL FLANGE BENDING AND LOCAL WEB YIELDING LIMIT STATES IN STEEL MOMENT-RESISTING CONNECTIONS | Semantic Scholar
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