JStructsteel
Structural
When putting beam reactions, the engineer specified the total is DL+LL (ASD). Would that be used thru the shop drawings and connection design, or would you try and break it down to be able to LRFD the connections?
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JStructsteel said:I suppose that ASD could just be used thru the connection design process, and not worry about it.
cliff234 said:whether the loads are service level or factored
lexpatrie said:Why not set up all the standard stuff as dual format ASD/LRFD?