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Re: Bar Joists

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Roger and Charles

Thanks for the help.  Last question, what if the span is 13'-0"?

Mike

Roger Davis wrote:

> According to a 1930 Steel Joist Institute table, a SJ102 could carry 214 plf
> at 14'-0".  The maximum end reaction was 1900 # and the resisting moment was
> 63000 inch-pounds.
>
> Roger C. Davis
> Architect
> SDS Architects, Inc.
>