Structural Calculation — Canam Steel, Project West Miami Six Model B (1984)

canam steel Project: WEST MIAMI SIX MODEL B Mark: H-5 02/20/85 12/07/84 P O N D S I N M E M B E R s [Kips] Left Reaction = 3.99/ No tension required. REQUIRED MATERIAL Size Unit Length Right Reaction = 3.99/ (Eff. Depth = 18-(6 in) 0.00 Kips 25' Span at 25' Span Sizing REQUIRED MATERIAL REQUIRED MATERIAL Top chord 1.1 0.00 -4.08 0 0.25 2-1/4" 1.2 0.00 -5.72 0 0.35 1-7/8" 1.3 0.00 -7.32 0 0.35 2-1/4" 1.4 0.00 -8.92 0 0.45 2-1/4" 1.5 0.00 -9.62 0 0.49 2-1/4" Bottom Chord 2.1 0.00 0.00 15 15.7 100 2 1/8 0.33 2-1/8 10/1" 2.2 0.00 0.00 40 0 00 0.44 1-1/8" 2.3 0.00 0.00 40 0 00 0.44 1-1/8" 2.4 15.42 0.00 40 2 40 0.50 0-" 2.5 15.42 0.00 40 2 40 0.50 0-" Web Members 3.1 7.31 0.00 15 15.7 350 2 1/8 0.28 2-1/8 1/4" 3.2 10 9/16" 2 1/8 0.28 2-1/8 1/4" .170 - 1" Diagonal Tension Rod 4.1 0.00 0.00 10 9/16" 0 156 0.16 1-1/8" .170 - 0 3/4" 4.2 1.00 0.00 40 0 156 0.22 0-" 4.3 1.00 0.00 40 0 156 0.22 1-1/8" .0- 3/4" Diagonal Tension Member 5.1 0.00 -2.16 10 9/16" 0 105 0.24 1-1/8 7/8" .170 - 0 3/4" 5.2 0.00 -3.76 40 0 105 0.30 0-" 5.3 0.00 -7.12 40 0 105 0.35 0-" 5.4 0.00 -7.12 40 0 105 0.35 0-" 5.5 0.00 -8.72 10 9/16" 0 105 0.42 1-1/8" .170 - 3/4" Cantilever Sub-member 7.1 0.00 -0.76 10 9/16" 0 88 0.20 1-1/8 5/8" .170 - 0 3/4" VIBRATOON (ADAMS-ADAMS) - Full bridge partition between floor joists - Minimum partition between floor joists - Frequency Maximum spacing between rows of bridging Top Chord: Roll Bars spaced at 21" C/C (533 mm). Lateral-to supports Bottom Chord: 1 No. 1 No. 1 No. Minimum 9" - 4 1/2" P0021008 Keep 1/3 strand increase for wind : No Relative to 2" x 10" joists, 16" o.c. (406 mm) max. spacing, 12" x 12" x 12" concrete slab on metal deck, 10 psf superimposed dead load, 40 psf live load. The welding length of web members is calculated according to AISC continuous joints. 10/13/84 26/29 5