Structural Analysis — Canam Steel, West Miami Sky Model B

canam steel Project: WEST MIAMI SKY MODEL B 0124005 127816 Mark: 107 POREAS IN MEMBERS (kips) (150 psi concrete, 50 ksi steel) Left Reaction = 4.70/ 0.00 kips Right Reaction = 4.70/ 0.00 kips EFF. LENGTH = 13.56 in PROPOSED WELD: 2-1/2 INCHES LONG MEMBER LOAD LENGTH Top chord Top tension 1.1 0.00 -4.21 0 0.28 2-1/4 1.2 0.00 -4.21 0 0.21 2-1/4 1.3 0.00 -2.49 0 0.21 2-1/4 1.4 0.00 -2.49 0 0.24 2-1/4 1.5 0.00 -11.26 Top tension 0 0.02 2-1/4 Bottom chord 12-1.5 x .100 2 31 0.35 2-1/4 2.1 0.00 0.00 0 0 31 0.26 2-1/4 2.2 7.72 0.00 0 0 31 0.26 2-1/4 2.3 14.44 0.00 0 0 31 0.26 2-1/4 2.4 14.44 0.00 0 0 31 0.26 2-1/4 2.5 10.16 0.00 0 0 31 0.26 2-1/4 2.6 10.16 0.00 12-1.5 x .100 2 31 0.26 2-1/4 End Diagonal 18-5/4 (40) 2 157 0.66 2-5 7/16 .185 - 1 Diagonals 4.1 3.77 0.00 18-5/4 (40) 2 105 0.41 1-1/4 .185 - 0 3/4 4.2 3.77 0.00 0 0 105 0.24 2-1/4 4.3 1.47 0.00 18-5/4 (40) 2 104 0.41 1-1/4 .185 - 0 3/4 4.4 1.47 0.00 0 0 104 0.24 2-1/4 Web members 5.1 0.00 -3.65 18-5/4 (40) 2 81 0.35 2-1/4 .185 - 0 3/4 5.2 0.00 -3.65 0 0 81 0.24 2-1/4 5.3 0.00 -1.45 18-5/4 (40) 2 104 0.41 1-1/4 .185 - 0 3/4 5.4 0.00 -1.45 0 0 104 0.24 2-1/4 5.5 0.00 -1.45 20 5/4 (40) 2 104 0.35 1-1/4 .185 - 0 3/4 5.6 0.00 -1.45 0 0 104 0.25 1-1/4 Secondary Web members 7.1 0.00 -0.33 20 5/4 (40) 2 35 0.12 1-1/4 .185 - 0 3/4 TIE RODS (ALLEN-MERIDIAN) Maximum spacing between lines = (-.46 + .00) Minimum spacing between lines = (-1.94 + .00) Calculable position on all line surface = (-1.94 + .00) Maximum = 0.75 in. BRACING Maximum spacing between rows of bridging at speed at 21' C/C (533 mm). Lateralwise supports POSITION @ Bottom Chord => 1 Row(s) Minimum 11' 0 1/2" Keep 1/2' clear distance for walk 1 3/4 21/29 5