Engineering Report — Canam Steel, West Miami SNA Model B (1992)

Project: WEST MIAMI SNA MODEL B Mark: 002 canam steel LIMITS 10/29/92 DEFLECTION Aluminum deflection under live load ... 1.11 in (L/160) Concrete deflection under live load ... 0.61 in (L/291) SLS Number Deflection (beam points) = 1.3 Load Composite Inertia = 14.5 x 10^6 in^4 SLS Number Deflection (deck points) = 1.4 Total Inertia = 10.4 in^4 Simplified Camber = 1.50 in POWERS IN MEMBERS (kips) (THE SHOWN FORCES ARE R/O/S) (Fy = 50 Ksi U/O) Left Reaction = 8.10/ 0.00 kips Right Reaction = 7.69/ 0.00 kips EQUILIBRUM ERRORS NO. Limit at which/ind. stent. will. tensio No Yield/Sec Camber Top/Bottom Fy Top/Bottom Fy Length Top chord 1.1 0.00 -1.31 0.00 2.74E-07 1.2 0.00 -1.31 0.00 2.74E-07 1.3 0.00 -1.31 0.00 2.74E-07 1.4 0.00 -13.45 0.00 2.74E-07 1.5 0.00 -21.01 0.00 2.74E-07 1.5 F 0.00 -24.62 0.00 2.74E-07 1.6 0.00 -24.62 0.00 2.74E-07 1.7 0.00 -27.93 0.00 2.74E-07 1.7 F 0.00 -27.93 0.00 2.74E-07 1.8 0.00 -27.93 0.00 2.74E-07 1.8 F 0.00 -27.93 0.00 2.74E-07 1.9 0.00 -29.52 0.00 2.74E-07 1.9 F 0.00 -29.52 0.00 2.74E-07 1.10 0.00 -27.44 0.00 2.74E-07 1.10 F 0.00 -27.44 0.00 2.74E-07 1.11 0.00 -27.71 0.00 2.74E-07 1.11 F 0.00 -27.71 0.00 2.74E-07 1.12 0.00 -23.01 0.00 2.74E-07 1.12 F 0.00 -23.01 0.00 2.74E-07 1.13 0.00 -15.77 0.00 2.74E-07 1.13 F 0.00 -15.77 0.00 2.74E-07 1.14 0.00 -10.41 0.00 2.74E-07 1.14 F 0.00 -10.41 0.00 2.74E-07 1.15 0.00 -1.94 0.00 2.74E-07 1.15 F 0.00 -1.94 0.00 2.74E-07 Top Inertia Bottom chord 2.1 0.00 0.00 14.2 x .316 14.2 x .316 21.0 0.23 21.0 0.23 2.2 0.00 0.00 2.41 0.24 2.41 0.24 2.3 21.01 0.00 46 46 2.4 21.01 0.00 46 46 2.5 30.59 0.00 46 46 509 5