Wind load evaluation considering : | |
Exposure : C |
Risk Cat .: II |
Height : 100 ft ( 30.48 m ) |
Zone : W4 |
Wind speed : ≤95 mph ( 42.47 m / s ) |
Example according to ASCE 7-16 Wind Map : |
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Wind load : 27 lb / ft ² (± 1.28 kN / m ²) |
Seattle , Portland , Sacramento , LA , SF , SD , Las Vegas , Dallas |
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1-Rail Vertical - 3.1-10.2 lb / ft ² ( 15-50 kg / m ²) Panel | |||||
Brackets ( 1.5 " - 5.5 " / 40-140mm ) |
L-rails |
T-rails |
Screws |
Base Fastener |
|
Medium |
Large |
2-1 / 2 " x2 " x0.1 " |
2-1 / 2 " x4 " x0.1 " |
S-AD 01S 5.5x19 |
KB-TZ2 3 / 8x3 |
Metric | |||||
[ pieces / m ²] |
[ pieces / m ²] |
[ m / m ²] |
[ m / m ²] |
[ pieces / m ²] |
[ pieces / m ²] |
0.45 |
0.23 |
0.45 |
0.23 |
1.81 |
0.91 |
Imperial | |||||
[ pieces / ft ²] |
[ pieces / ft ²] |
[ ft / ft ²] |
[ ft / ft ²] |
[ pieces / ft ²] |
[ pieces / ft ²] |
0.04 |
0.02 |
1.49 |
0.74 |
0.17 |
0.08 |
Wind speed : ≤110 mph ( 49.17 m / s ) |
Example according to ASCE 7-16 Wind Map : |
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Wind load : 36 lb / ft ² (± 1.28 kN / m ²) |
Boston , NY , NJ , Philladelphia , DC , Chicago |
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1-Rail Vertical - 5.3-10.2 lb / ft ² ( 26-50 kg / m ²) Panel | |||||
Brackets ( 1.5 " - 5.5 " / 40-140mm ) |
L-rails |
T-rails |
Screws |
Base Fastener |
|
Medium |
Large |
2-1 / 2 " x2 " x0.1 " |
2-1 / 2 " x4 " x0.1 " |
S-AD 01S 5.5x19 |
KB-TZ2 3 / 8x3 |
Metric | |||||
[ pieces / m ²] |
[ pieces / m ²] |
[ m / m ²] |
[ m / m ²] |
[ pieces / m ²] |
[ pieces / m ²] |
0.63 |
0.32 |
0.63 |
0.32 |
2.54 |
1.27 |
Imperial | |||||
[ pieces / ft ²] |
[ pieces / ft ²] |
[ ft / ft ²] |
[ ft / ft ²] |
[ pieces / ft ²] |
[ pieces / ft ²] |
0.06 |
0.03 |
2.08 |
1.04 |
0.24 |
0.12 |