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  1. thomascook84

    SAP2000: Is it necessary to break an element at frame intersections?

    Say, I am modelling a truss in SAP 2000. I have done several in the past. Normally at the joint intersections between the chord and the strut/ties, I will leave the chord member unbroken. Therefore the chord element is a single element spanning between defined restraints, instead of multiple...

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