Business Record — Canam Steel, West Miami Six Model B Project (2003)

canam steel Mark: I15 Project: WEST MIAMI SIX MODEL B 12/05/03 Project: WEST MIAMI SIX MODEL B IOIST CALCULATION ACCORDING TO HAMBRO SPECIFICATIONS Mark: I15 (Hambro, Symmetrical, Parallel, Face only) 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0...... TOTAL LOAD : 5.00 k/ft 12k/ft^3 x 4'-0" LIVE LOAD : 5.00 k/ft 12k/ft^3 x 4'-0" 1/4" ( THE SHOWN VALUES ARE REAL ) MARKING CONDITIONS Total Thickness of the slab : 2.00 in Purlin to Purlin : 8.00 in Concrete Depth/Slab (d') : 145 mm 5.71" Concrete Inertia (Ics) : 492.41 in^4 Non-Corrosive Maximum capacity : 439.71 kN Horizontal Shear at the Interface (Panels 2003) : 0.144 kN/in Presence of Ductile or Friction : N Type of Joist (Standard or Reinforced) : ALLOWED DEFLECTION UNDER LIVE LOAD : 0.62 in (L/360) CALCULATED DEFLECTION UNDER SERVICE LIVE LOAD : 0.11 in (L/2031) JOIST PROFILE : Joist Profile 1000 Series 1000 Series Joist Inertia Adjusted Camber : 0.75 in 5 2509