![]() ![]() ![]() If the Joist Girder is not a simple span, or if the loading condition is anything other than concentrated panel point loads, the Specifying Professional must clearly indicate the loading (i.e., end moments, axial forces, and other required design information) on the construction documents. ![]() The Steel Joist Institute (SJI) defines a Joist Girder as “…a primary structural load-carrying member with an open web system designed as a simple span supporting equally spaced concentrated loads of a floor or roof system acting at the panel points of the member and utilizing hot-rolled or cold-formed steel.”
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