The drawing illustrates a structural steel connection utilizing angles (L102x102x6.4 and L125x90x9.5) with through bolts to connect an open web steel joist bottom chord to an HSS152x102 member. Additionally, a W250 crane rail assembly with a rail stop face, stiffener plate, and crane bumper is detailed on the right side. Fillet welds and specific slip-critical connection parameters for a shear force of 40kN are noted.
Text on the drawing
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 open any detail in the built-in CAD editor to edit and export DXF or DWG.
Sign in to subscribe