canam steel
Mark J07
Project: WEST MIAMI SIX MODEL B
12/20/80
Project: WEST MIAMI SIX MODEL B
JOIST CALCULATION ACCORDING TO HAMBRO SPECIFICATIONS
Mark J07 (Hambro, Symmetrical, Parallel, Free ends)
2'-0"
4'-0"
6'-0"
8'-0"
10'-0"
12'-0"
14'-0"
16'-0"
18'-0"
20'-0"
22'-0"
24'-0"
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TOTAL LOAD ... 49.50 lb/ft ... 105.00 lb/ft-2 x 4'-1 1/4" ... 154.00 lb/ft ... 43.00 lb/ft-2 x 4'-1 1/4"
( THE SHEAR CONNECTION BLOCK )
HAMBRO
Total Thickness of the Slab... 8.00 in
Length of the Extension of the Slab... 0.00
Compression Resistance (Fcr)... 145.00 lb/ft-3
Compression Modulus (Ecr)... 1857.41 psi
Composite Moment Capacity... 189.41 KIP-F
Non-Composite Loading... 105.00 PSF
Composite Loading - Service (Formula 2001)... 154.00 PSF
Deflection of the Slab... 12.0 29.00 HRF
Deflection of Joist... 0.075 (1.0 27/32)
Type of Shear (presence of reinforcing)... 0
Alloted deflection under live load (Formula 2001)... 0.21 in (L/320)
Calculated Deflection (Formula 2001) with Composite Action... 0.15 in Steel Inertia
Joint Details... 0.55 in
Required number... 20/29
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Business Record — Canam Steel, Project West Miami Six Model B (1980)
6060 SW 13 Clients Ferro Miami-Dade County Building Department Rubio Lobbyist Documents