Engineering Report — Canam, West Miami Six Model B (2020)

canam STEEL CONCRETE COMPOSITE Project: WEST MIAMI SIX MODEL B 012405 12/07/20 Mark: J16 FORCES IN MEMBERS [kips] Left Reaction = 3.12/ 0.00 kips Right Reaction = 3.12/ 0.00 kips (Eff. depth = 18.42 in) REQUIRED MATERIAL x = total or eff. length n (mod.) length Top Chord 1.0 -2.08 Top Chords 0.230 2-40 1.1 0.00 -2.25 00 0.233 2-40 1.2 0.00 -2.42 00 0.236 2-40 1.4 0.00 -2.66 Top Chords 0.240 2-40 Bottom Chord 2.0 0.00 16.15 x 100 6.093 0.23 2-18 1/2 2.1 0.14 0.00 00 5.81 0.26 2-40 2.2 0.14 0.00 00 5.81 0.26 2-40 2.4 7.27 0.00 16.15 x 100 5.81 0.25 2-40 Web Members 3.1 0.00 18.3/16" 1.145 0.74 2-3 3/8" 170 - 0 3/4" 3.2 0.00 22.1/2" 2.047" 0.115 0.23 1-40" 170 - 0 3/4" 4.1 0.00 22.1/2" 2.175 0.21 1-40" 170 - 0 5/8" 4.2 0.00 22.1/2" 2.303" 0.115 0.23 1-40" 170 - 0 5/8" 4.3 0.00 22.1/2" 2.431" 0.115 0.24 1-40" 170 - 0 5/8" 4.4 0.00 22.1/2" 2.559" 0.115 0.25 1-40" 170 - 0 5/8" Diagonal Bracing (under center) 5.1 0.00 20.1/2" 2.152 0.54 1-2 3/8" 170 - 0 3/4" 5.2 0.00 20.1/2" 2.280" 1-40" 170 - 0 5/8" 5.3 0.00 20.1/2" 2.408" 1-40" 170 - 0 5/8" Span/2 6.1 0.00 20.9/16" 2.15 0.20 1-4 5/8" 170 - 0 3/4" 6.2 0.00 20.9/16" 2.28 1-4 5/8" 170 - 0 3/4" 6.3 0.00 20.9/16" 2.40 1-4 5/8" 170 - 0 3/4" 6.4 0.00 20.9/16" 2.53 1-4 5/8" 170 - 0 3/4" 6.5 0.00 20.9/16" 2.65 1-4 5/8" 170 - 0 3/4" 6.6 0.00 20.9/16" 2.78 1-4 5/8" 170 - 0 3/4" 6.7 0.00 20.9/16" 2.90 1-4 5/8" 170 - 0 3/4" 6.8 0.00 20.9/16" 3.03 1-4 5/8" 170 - 0 3/4" 6.9 0.00 20.9/16" 3.15 1-4 5/8" 170 - 0 3/4" 7.0 0.00 20.9/16" 3.28 1-4 5/8" 170 - 0 3/4" 7.1 0.00 20.9/16" 3.40 1-4 5/8" 170 - 0 3/4" 7.2 0.00 20.9/16" 3.53 1-4 5/8" 170 - 0 3/4" 7.3 0.00 20.9/16" 3.65 1-4 5/8" 170 - 0 3/4" 7.4 0.00 20.9/16" 3.78 1-4 5/8" 170 - 0 3/4" 7.5 0.00 20.9/16" 3.90 1-4 5/8" 170 - 0 3/4" 7.6 0.00 20.9/16" 4.03 1-4 5/8" 170 - 0 3/4" 7.7 0.00 20.9/16" 4.15 1-4 5/8" 170 - 0 3/4" 7.8 0.00 20.9/16" 4.28 1-4 5/8" 170 - 0 3/4" 7.9 0.00 20.9/16" 4.40 1-4 5/8" 170 - 0 3/4" 8.0 0.00 20.9/16" 4.53 1-4 5/8" 170 - 0 3/4" 8.1 0.00 20.9/16" 4.65 1-4 5/8" 170 - 0 3/4" 8.2 0.00 20.9/16" 4.78 1-4 5/8" 170 - 0 3/4" 8.3 0.00 20.9/16" 4.90 1-4 5/8" 170 - 0 3/4" 8.4 0.00 20.9/16" 5.03 1-4 5/8" 170 - 0 3/4" 8.5 0.00 20.9/16" 5.15 1-4 5/8" 170 - 0 3/4" 8.6 0.00 20.9/16" 5.28 1-4 5/8" 170 - 0 3/4" 8.7 0.00 20.9/16" 5.40 1-4 5/8" 170 - 0 3/4" 8.8 0.00 20.9/16" 5.53 1-4 5/8" 170 - 0 3/4" 8.9 0.00 20.9/16" 5.65 1-4 5/8" 170 - 0 3/4" 9.0 0.00 20.9/16" 5.78 1-4 5/8" 170 - 0 3/4" 9.1 0.00 20.9/16" 5.90 1-4 5/8" 170 - 0 3/4" 9.2 0.00 20.9/16" 6.03 1-4 5/8" 170 - 0 3/4" 9.3 0.00 20.9/16" 6.15 1-4 5/8" 170 - 0 3/4" 9.4 0.00 20.9/16" 6.28 1-4 5/8" 170 - 0 3/4" 9.5 0.00 20.9/16" 6.40 1-4 5/8" 170 - 0 3/4" 9.6 0.00 20.9/16" 6.53 1-4 5/8" 170 - 0 3/4" 9.7 0.00 20.9/16" 6.65 1-4 5/8" 170 - 0 3/4" 9.8 0.00 20.9/16" 6.78 1-4 5/8" 170 - 0 3/4" 9.9 0.00 20.9/16" 6.90 1-4 5/8" 170 - 0 3/4" 10.0 0.00 20.9/16" 7.03 1-4 5/8" 170 - 0 3/4" VIBRATION (ALLEN-MENAY) - Full height partition between floor = (1.20 x 2.00) - Partial partition on all the corners = (1.20 x 2.00) - The floor does not have a minimum stiffness under 2 concentrated loads = 12.00 in. - The floor does not have a minimum stiffness under 2 concentrated loads = 13.00 in. BRIDGING Maximum spacing between rows of bridging = 21" c/c (533 mm) lateral supports Top Chord = 0 Bottom Chord = 0 Side of Webbeam 12/14/21 Keep 1/2 cleats distance for stud = No Partition can make metal back to back. In = 2 angles welded in box. 20 = beam box 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile, members is calculated using the full webbeam plastic. 20 = 1.0 profile...... 20 = 1.0 profile...... 20 = 1.0 profile...... 20 = 1.0 profile...... 20 = 1.0 profile...... 20 = 1.0 profile...... 20 = 1.0 profile...... 20 = 1.0 profile...... 20 = 1.0 profile...... 20 = 1.0 profile...... 20 = 1.0 profile...... 20 = 1.0 profile...... ......