Business Record — Canam Steel, West Miami Six Model B Project (2006)

canam steel Project: WEST MIAMI SIX MODEL B Mark: M3 02/22/06 12/07/09 Project: WEST MIAMI SIX MODEL B JUST CALCULATION ACCORDING TO AASHTO SPECIFICATIONS Mark: 205 (Hambro, Symmetrical, Parallel, Pre-cast) 1-1 2-2 3-3 4-4 5-5 6-6 7-7 8-8 9-9 10-10 11-11 12-12 13-13 14-14 15-15 16-16 17-17 18-18 19-19 20-20 21-21 22-22 23-23 24-24 25-25 26-26 27-27 28-28 29-29 30-30 31-31 32-32 33-33 34-34 35-35 36-36 37-37 38-38 39-39 40-40 41-41 42-42 43-43 44-44 45-45 46-46 47-47 48-48 49-49 50-50 LOADING CONDITIONS ( THE VALUES ARE REAL ) TOTAL LOAD : 410.94 lb/ft 116 LIVE LOAD : 164.37 lb/ft 105.00 lb/ft^2 x 4 - 1 1/4" 40.00 lb/ft^2 x 4 - 1 1/4" Beam Total Width of the slab. : 8.00 in Length of the Extention of the slab. : 0 in Concrete Modulus of Elasticity (Ec) : 145.00 ksi (c) Compressive Resistance (f'c) : 145.00 ksi (c) Concrete Maximum Compressibility : 183.22 ksi Concrete Modulus of Rupture : 217.12 ksi Non-Composite Section Capacity : 556.05 ksf Non-Composite Section Modulus (Normal 2005) : in. 77.80 in^3 Utilization of the slab. : 0.00 Type of Hambro (Presence of Reinforcing) : N Inspection Allowed deflection under live load : 0.00 in (L/750) Ultimate Deflection: Beam Formula : 0.00 in (L/750) Ultimate Deflection: Ram Formula : 1.1 with Composite I=211.14 in^4 Steel Inertia Reinforced number : 0.00 in $29