I am trying to design sheet piles for combined loadings. I created a section based on an aisiFurring strip since that is the closest shape to sheet piles. I specified A992 gr 50 steel. When I run a design, it automatically designs based on the AISI cold formed code (I assume because the section it is based on). Is there a way to override and force the section to be designed using the AISC code?
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