Project: WEST MIAMI SIX MODEL B
Mark: B02
Date: 12/07/29
02/04/05
canam steel
POST CALCULATION ACCORDING TO HAMBRO SPECIFICATIONS
Mark: ... 102 (Hambro, Symmetrical, Parallel, Free ends)
0'-0"
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"
11
10
9
8
7
6
5
4
3
2
1
1
2
3
4
5
6
7
8
9
10
11
40'-0"
38'-0"
36'-0"
34'-0"
32'-0"
30'-0"
28'-0"
26'-0"
24'-0"
22'-0"
20'-0"
18'-0"
16'-0"
14'-0"
12'-0"
10'-0"
8'-0"
6'-0"
4'-0"
2'-0"
0'-0"
TOTAL LOAD ... 536.60 lb/ft
LIVE LOAD ... 164.17 lb/ft
SNOW (VALUES ARE GULF) ... 40.00 lb/ft
x 4'-1 1/4"
x 4'-1 1/4"
CONCENTRATED LOADS
No of Side Bolts ... 1
Total Load (lbs) ... 0.00
Live Load (lbs) ... 0.00
Net uplift position ... 12'-2 1/2"
Springs ... 0.0
Count ... One
1 ... 0.00
2 ... 0.00
3 ... 0.00
12'-2 1/2" ... 13'-2 1/2" ... 0 ... 1 ... 50 ... 1
RAMP
3.00 in
Total thickness of the slab... 8.00 in
Length of the formation of the slab... 145.00 ft/pc-3
Compressive Resistance [F'c] ... 4500.00 psi
Composite Maximum Capacity ... N/A, 0.00 kg/line
Non-Composite Loading - Interface (Formula 2003) ... lb = 16.62 psf
Utilization of the Slab... 0.00
Utilization of the Studs... 0.636
Type of Ramps (presence of reinforcing) ... N
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Engineering Report — Canam Steel, West Miami Six Model B Structural Calculation (2005)
6060 SW 13 Clients Ferro Miami-Dade County Building Department Rubio Lobbyist Documents