A-1 A-3 A-2 A-SW9 A-4 E-W A-SW10 A-NW10 A-NW9 A-5 A-6 A-7 A-8 AF AA AB AC AD AE AG S-N AH AI AJ AK AL AF AA AB AC AD AE AG S-N AH AI AJ AK AL A-2 A-1 A-5 A-NW9 E-W A-SW9 A-SW10 A-3 A-4 A-NW10 A-7 A-8 A-6 HEA300 INP100 INP100 INP100 HEA300 INP160 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HEA300 HEA300 INP100 HEA300 HEA300 INP160 INP160 INP160 INP160 INP160 INP160 INP160 INP160 HEA300 HEA300 INP100 INP100 INP100 HD400*187 HD400*187 HD400*187 HD400*187 HEA300 INP100 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HEA300 INP100 HD400*187 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD400*187 HD400*187 HD400*187 HD400*187 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 INP160 INP160 INP160 INP160 INP160 INP160 INP160 HD400*187 HD400*187 HD400*187 HD400*187 HD400*187 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HEA300 INP160 INP160 INP160 INP160 INP160 INP160 INP160 INP160 INP160 INP160 INP160 INP160 INP160 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD400*187 HD400*187 HD400*187 HD400*187 HD400*187 HD400*187 HD400*187 HD400*187 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 HD260*54,1 INP100 INP160 INP160 INP160 INP160 HEA300 HEA300 HEA300 INP100 HEA300 HEA300 INP100 INP100 HEA300 HEA300 HEA300 INP160 INP160 INP160 INP160 INP160 INP160 INP160 HEAA300 HEAA300 HD260*54,1 HD400*187 Maximum Load Capacity of Member: 3.50 tons Maximum Load Capacity of Member: 7.00 tons - Maximum Load at the Joint: 3.50 tons. heavy rigging loads must be located at the joints of truss loaded with 3.5 ton, the connected member (i.e. ) HD400*187 - Load at the Joint is limited to 3.5 tons. If the joint is directly could not be loaded. -These locations are in the mid-span of truss bottom chord and RIGGING STRUCTURE LOADING NOTES 1: - Maximum Load at the Joint: 7.00 tons. For this reason, heavy rigging loads must be located at these joints. HD400*187 - Load at the Joint is limited to 7.0 ton. If the joint is directly could not be loaded. -These locations are the joints of truss members. (shown as red circles) instead of locations at midspan. TRUSS TOTAL RIGGING LOAD CAPACITIES: RIGGING STRUCTURE LOADING NOTES 2: TRUSS 4 - 5 : Total Rigging Loads is 70 tons TRUSS 3 - 6 : Total Rigging Loads is 70 tons TRUSS 2 - 7 : Total Rigging Loads is 36 tons TRUSS 1 - 8 : Total Rigging Loads is 10 tons Structural element rigging load capacities and truss total rigging oriented. Rigging load locations must be prepared considering how load transferred between structural members and what -For a truss, if some of joints and/or mid-spans of a bottom chord member (shown as blue) is not loaded, load on the other loads at these locations are critical for truss. For this reason loaded with 7.0 ton, the connected member (i.e. ) joints could be increased by depending on the loading layout. load capacities is significantly related to how the rigging loads are their capacities are.