Mark: J04
Project: WEST MIAMI SIX MODEL B
012305
08-28-84
canam steel
Project: WEST MIAMI SIX MODEL B
JOIST CALCULATION ACCORDING TO AISC/BR SPECIFICATIONS
Mark: J04 (Humbold, Symmetrical Parallel, Precast)
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
11'-0"
11'-0 3/4"
11'-5 3/4"
11'-5 3/4"
11'-5 3/4"
11'-5 3/4"
11'-5 3/4"
11'-5 3/4"
11'-5 3/4"
11'-5 3/4"
11'-5 3/4"
11'-5 3/4"
1 2 3 4 5 6 7 8 9 10 11
12 13 14 15 16 17 18 19 20 21 22
SHEARING FORCES (lbs)
( THIS IS THE MAXIMUM SHEAR )
TOTAL LOAD ... 438.84 lb/ft
105.00 lb/ft^2 x 4'-1 1/4"
LIVE LOAD ... 164.17 lb/ft
40.00 lb/ft^2 x 4'-1 1/4"
CONCENTRATED LOADS
No Sp Slnk Hole Total Load Live Load Dead Load Position Span/100 Clear (deg) Cap
1 Both 80 1.00 1.00 0.00 12'-2 1/2" 12'-2 1/2" 0 1 30 0
2 Both 80 1.00 1.00 0.00 12'-2 1/2" 12'-2 1/2" 0 1 30 0
3 Both 80 1.00 1.00 0.00 15'-6 1/2" 7'-4" 0 1 30 0
NOTE:
Metal thickness of the slab: = 3.00 in
Length of the slab: = 145.00 ft
Length of the Extension of the slab: = 145.00 ft
Compressive Reinforcement (if any): = 3.00 in^2
Composite Maximum Capacity: = N/A 8.00 BDP
Non-Composite Loading Capacity: = N/A 8.00 BDP
Deflection at the Slab Interface: (AISC/BR 2005) = DL 41.24 BDP
Deflection at the Slab Interface: (AISC/BR 2005) = LL 216.00 BDP
Type of metal (presence of reinforcing): = N 0.025
5
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Engineering Calculation — Canam Steel, Project West Miami Six Model B (1984)
6060 SW 13 Clients Ferro Miami-Dade County Building Department Rubio Lobbyist Documents