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  1. RL1818

    Single angle W beam to HSS column

    Thank you very much for the reply! to respond: A shear tab or single plate was the original idea for this connection but there is an issue with the HSS being thin walled and having a punching shear failure from end rotation or shear tab being pulled out as is outlined in Hollow Structural...
  2. 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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