A W250 crane rail with a rail stop face and a crane bumper connects to a supporting L125x90x9.5 angle with stiffener plates. An open web steel joist bottom chord sits at elevation 106.500M above an HSS152x102 hollow structural section. An L102x102x6.4 angle with 55 millimeter long slots forms a slip critical connection designed for a design shear force of 40 kilonewtons using a minimum of two through bolts. Fillet welds of 6 millimeter size are specified typically throughout the assembly.
100 W250 CRANE RAIL RAIL STOP FACE L125x90x9.5 (LLV) C/W STIFF PL CRANE BUMPER 6 TYP HSS152x102 U/S JOIST & TRUSS EL 106.500M OWSJ BOTTOM CHORD, SEE JOIST SCHEDULE FOR CAMBER L102x102x6.4 C/W 55MM LONG SLOTS DESIGN SLIP CRITICAL CONNECTION FOR Vf=40kN, MIN 2 THRU BOLTS
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Start membership