HomeMy WebLinkAboutPROJECT INFORMATIONNotes - Along Ridge
Wind Pressure on Components and Cladding (Ch 30 Part 1)
Lw-J:
I I I I
•, I 1 1 I
Roof nor ,
51ro�rn 5
SCANNED
- 4_ 4i I I I BY
�.' ' St. Lucie County
=5 5, a _ I ,
a Gable Roof' .:: 0 •t= 45
All pressures shown are based upon ASD Design, with a Load Factor of .6
Width of Pressure Coefficient Zone "a° _ - 9.27 ft
Deecription
Width
Span
Area Zone
Max
Min
Maw P
Min P
_______________________________________________________________________
ft
ft
ft"2
GCp
GCp
pef
pef
Zone 1
1.00
1.00
1.0
1
0.50
-0.90
21.14
-33.58
Zone 2
1.00
2.00
1.0
2
0.50
-1.70
21.14
-58.45
Zone 3
1.00
2.00
1.0
3
0.50
-2-60
21.14
-86.43
Zone 4
1.00
1.00
1.0
4
1.00
-1.10
36.69
-39-80
Zone 5
1.00
1.00
1.0
5
1.00
-1.40
36.69
-49.12
Zone 2H
1.00
2.00
1.0
2H
0.50
-2.20
15.55
-68.40
Zone 3H
1.00
1.00
1.0
3H
0-50
-3.70
15.55
-115.04
Khcc:Comp. 6 Clad.
Table 6-3
Case
1
-
0.93
Qhcc:.00256•V^2-Khcc-Kht`Kd
-
31.09 psf