canam steel
Project: WEST MIAMI SIX MODEL B
Mark: J08
02/28/07
10:00:00
Project: WEST MIAMI SIX MODEL B
JOIST CALCULATION ACCORDING TO AISC/ASD SPECIFICATIONS
Mark: J08 (Humbio, Symmetrical, Parallel, Free ends)
2-0-00
2-3-12
2-6-24
2-9-36
3-2-48
3-5-60
3-8-72
4-1-84
4-4-96
4-7-108
5-0-120
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TOTAL LOAD ... 438.84 lb/ft.
105.00 lb/ft^2 x 4'-1 1/4" = 44.00 lb/ft^2 x 4'-1 1/4"
LIVE LOAD ... 164.37 lb/ft
( THE SHOWN VALUES ARE REAL )
LOADING CONDITIONS
EMBED
Total Thickness of the slab... = 3.00 in
Length of the Recession of the beam... = 0.00 in
Compressive Resistance (f'c)... = 1453.00 psi
Compressive Resistance (F'c)... = 484.33 psi
Composite Maximum Capacity... = 586.5 K/ft
Non-Composite Maximum Capacity... = 186.5 K/ft
Non-Composite Loading (Reference: (Formula 2003))... = 186.5 K/ft
Utilization of the Slab... = 0.428 14 lb/in
Utilization of the Beam... = 0.625
Type of Recess (Presence of Reinforcement)... = N
INSTRUCTIONS
Allowed deflection under live load (L/360)... = 0.47 in (L/360)
Allowed deflection under total load (L/240)... = 0.62 in (L/240)
Steel Beam Deflection Beam Formula 1.1 with Coeff... = 73.64 in^4
Required Moment of Inertia... = 73.64 in^4
Required number... = 2.016 in
23/09
5
Business Record — Canam Steel, West Miami Six Model B Joist Calculation (2007)
6060 SW 13 Clients Ferro Miami-Dade County Building Department Rubio Lobbyist Documents