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Design a welded seat angle connection between a beam ISMB xxx and column ISHB xxx for a reaction of beam xxx kN due to

Design a welded seat angle connection between a beam ISMB xxx and column ISHB xxx for a reaction of beam xxx kN due to factored loads, assuming, Fe 410 grade steel and site welding. See figure for schematic of the connection ISSC 200 ISMB 350

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