A skewed wide flange beam connects to a supporting girder web for both small and large skew angles. Plate and weld information references typical wide-flange beam connection details. Welds are applied at the top and bottom of the connection for both configurations. The allowable load for the roof tie back assembly is five thousand pounds with locations coordinated through architecture.
TW TOP & BOTT 45° OR LARGER SEE TYPICAL W BEAM CONNECTION DETAIL FOR PL AND WELD INFO GIRDER BOTT FLANGE GIRDER WEB GIRDER BOTT FLANGE GIRDER WEB LESS THAN 45° TW TW TOP & BOTT SEE TYPICAL W BEAM CONNECTION DETAIL FOR PL AND WELD INFO SMALL SKEW - PLAN B LARGE SKEW - PLAN A NOTES: 1. SEE ARCH FOR LOCATIONS. 2. ALLOWABLE LOAD = 5000 lbs. NTS ROOF TIE BACK 14 051200_09-0100
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