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  • Users: RL1818
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  1. RL1818

    Single angle W beam to HSS column

    Hi all, I am having an issue with an eccentrically loaded single angle connection between a W14x38 beam and a HSS 6x6x1/4 column. I have four questions. 1. Do AISC table 10-11 and CISC table 3-40a take into account the out of plane eccentricity when transferring the shear load from the beam to...

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