Mark: J06
Project: WEST MIAMI SIX MODEL B
01/20/05
17/27/20
Project: WEST MIAMI SIX MODEL B
JOIST CALCULATION ACCORDING TO HAMBRO SPECIFICATIONS
Mark: J06 (Hambro, Symmetrical, Parallel, Pre-camber)
canam
steel
2'-0 1/2"
4'-0 1/2"
6'-0 1/2"
8'-0 1/2"
10'-0 1/2"
12'-0 1/2"
14'-0 1/2"
16'-0 1/2"
18'-0 1/2"
20'-0 1/2"
22'-0 1/2"
24'-0 1/2"
26'-0 1/2"
28'-0 1/2"
30'-0 1/2"
32'-0 1/2"
34'-0 1/2"
36'-0 1/2"
38'-0 1/2"
40'-0 1/2"
42'-0 1/2"
44'-0 1/2"
46'-0 1/2"
48'-0 1/2"
50'-0 1/2"
52'-0 1/2"
54'-0 1/2"
56'-0 1/2"
58'-0 1/2"
60'-0 1/2"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
TOTAL LOAD ... 253.80 lb/ft
105.00 lb/ft^2 x 2'-4 3/4"
1706.00 lb
26.50 lb/ft^2 x 2'-4 3/4"
1276.00 lb
26.50 lb/ft^2 x 2'-4 3/4"
1276.00 lb
No Sp Side Role Total Load
1 1 both No 1.240
2 1 both No 2.230
Concentrated Loads
1 ONE 20000 LVL/SS 24F ESR ( ) 4316
2 ONE 20000 LVL/SS 24F ESR ( ) 4316
3 ONE 20000 LVL/SS 24F ESR ( ) 4316
5
1629
Engineering Calculation — Canam Steel, West Miami Six Model B (2005)
6060 SW 13 Clients Ferro Miami-Dade County Building Department Rubio Lobbyist Documents