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haunched section design and connection design (eaves and apex connection)

haunched section design and connection design (eaves and apex connection)

haunched section design and connection design (eaves and apex connection)

(OP)
Hello engtips
im designing a rafter for structural roof frame, why do we have to haunch the beam? is it the same as the tappered member? how do i calculate the nominal strength of the haunch section? and the eaves and apex connection, does anybody have a design guide with american code(AISC), i found one but it was a eurocode
thanks so much
regards

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