The assembly illustrates a structural steel connection incorporating HSS 127x127x6.4 roof beams, a W200x52 beam, and HSS bracing members (HSS 102x102x4.8 and HSS 89x89x6.4). Stiffener plates (STIFF PL8) are welded at the ends of the beam connection. Additionally, the detail indicates a compressed air feston and balancer suspended from the beam.
Text on the drawing
1 1 8 S-MB-6.03 HSS 102x102x4.8 BRACING Cf=Tf= 100 kN FOR BRACING LOCATIONS, SEE ROOF PLAN S-MB-2.52 HSS 89x89x6.4 @3000 MAX Cf=Tf= 50 kN STIFF PL8 AT ENDS W200x52 BEAM COMPRESSED AIR FESTON (BEYOND) SUPPORTED FROM BEAM BALANCER-SUSPENDED FROM BEAM 4877 MIN U/S BEAM 104.877 HSS 127x127x6.4 HSS 127x127x6.4
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