Engineering Calculation — Canam Steel, West Miami Six Model B (1990)

canam steel Project: WEST MIAMI SIX MODEL B Mark: J01 02/20/90 12/07/90 JOIST CALCULATION ACCORDING TO AISC/RCSC SPECIFICATIONS Mark: J01 (Diametrical Parallel Truss only) 2'-0" 4'-0" 6'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 34'-0" 36'-0" 38'-0" 40'-0" 42'-0" 44'-0" 46'-0" 48'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 TOTAL LOAD ... 165.64 lb/ft ... 395.00 lb/ft x 4'-1 1/4" LIVE LOAD ... 1.64 lb/ft^2 ... 40.00 lb/ft^2 x 4'-1 1/4" TWO SPANS CONTINUOUS (300-1000-1000-300 BEAM) DAMAGED Total Thickness of the slab... 8.00 in Weight of the slab... 100 psf Length of the Extension of the Slab... 140.00 lb/ft^3 Concrete Density... 350.00 lb/ft^4 Concrete Reinforcement (f'c)... 3500 psi Composite Section... 240.22 KIP Composite Shear Capacity... 236.91 lb/in Non-Composite Beam Capacity... 16.62 KIP Non-Composite Shear Capacity... (1.598) Horizontal Shear Stress... 0.78 Vertical Shear Stress... 0.00 Fracture of Shear Studs... N/A Fracture of Studs (Shear Studs) Type of Shear Studs (Shear Studs) ALLOWABLE deflection under live load... 0.54 in (L/360) Calculated deflection under live load... 0.54 in (L/371) Moment of Inertia... 1133 in^4 Steel Inertia... 1.97 in Required concrete 1/29 5