Business Record — Canam Steel, West Miami Sky Model B (2020)

canam steel Project: WEST MIAMI SKY MODEL B Mark: R08 10/20/20 FORCES IN MEMBERS [Total] Left Reaction = 2.41/ Right Reaction = 2.41/ Dead Load Live Load Total No. Top chord 0.00 -1.70 0.238 2.11* 0.238 2.11* 1.1 0.00 -1.70 0.238 2.11* 0.238 2.11* 2.2 0.00 -2.85 0.238 2.70* 0.238 2.70* 3.3 0.00 -2.85 0.238 2.70* 0.238 2.70* Bottom Chord 0.00 0.00 11.75 * .100 1.17* 11.75 * .100 1.17* 2.1 0.00 0.00 11.75 * .100 1.17* 11.75 * .100 1.17* 2.2 4.29 0.00 11.75 * .100 1.17* 11.75 * .100 1.17* End Diagonal 0.00 0.00 10.1/2 1.171 0.58 2.2.5/8* 1.00 0.84 Internal Diagonals 0.00 0.00 10.1/2 1.171 0.58 2.2.5/8* 1.00 0.84 4.1 1.08 -0.90 10.1/2 1.171 0.58 2.2.5/8* 1.00 0.84 5.2 1.08 -0.90 10.1/2 1.171 0.58 2.2.5/8* 1.00 0.84 Internal Verticals center 0.00 -1.63 10.1/2 1.171 0.58 2.2.5/8* 1.00 0.84 5.1 0.00 -1.63 10.1/2 1.171 0.58 2.2.5/8* 1.00 0.84 6.2 0.00 -1.63 10.1/2 1.171 0.58 2.2.5/8* 1.00 0.84 Secondary web member 0.00 -0.57 10.1/2 1.106 0.22 1.4* 1.00 0.84 7.1 0.00 -0.57 10.1/2 1.106 0.22 1.4* 1.00 0.84 Bottom spacing of lifting lugs spaced at 21" C/C (533 mm) Lateral bracing Bottom Chord -> 8 Rod(s) Minimum Page 2 of internal truss for Mark 1 No 21" C/C spacing of lifting lugs back to back. 80 = 2 angles welded by lugs. 80 = 1 round bar. The welding length of web members is calculated according to use continuous joints. The welding length of bottom chord is calculated according to use continuous joints. Designer: Scott Armentrout Date: 10/20/20 Area to Raker: 19.79 ft2 Design: Substructure (Steel) Material Spec: Weight 2029 5