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 : |
Wind load : 27 lb / ft ² (± 1.28 kN / m ²) |
Seattle , Portland , Sacramento , LA , SF , SD , Las Vegas , Dallas |
1-Rail Vertical - 0-2.9 lb / ft ² ( 0-14 kg / m ²) Panel | ||||
|
Brackets
( 1.5 " - 5.5 " / 40-140mm )
|
L-rails |
T-rails |
Screws |
Base Fastener |
Medium |
2-1 / 2 " x2 " x0.1 " |
2-1 / 2 " x4 " x0.1 " |
S-AD 01S 5.5x19 |
S-MD 51S 5.5x50 |
Metric |
||||
2.46 |
1.85 |
0.62 |
4.93 |
4.93 |
Imperial |
Wind speed : ≤110 mph ( 49.17 m / s ) |
Example according to ASCE 7-16 Wind Map : |
Wind load : 36 lb / ft ² (± 1.28 kN / m ²) |
Boston , NY , NJ , Philladelphia , DC , Chicago |
1-Rail Vertical - 0-5.1 lb / ft ² ( 0-14 kg / m ²) Panel | ||||
|
Brackets
( 1.5 " - 5.5 " / 40-140mm )
|
L-rails |
T-rails |
Screws |
Base Fastener |
Medium |
2-1 / 2 " x2 " x0.1 " |
2-1 / 2 " x4 " x0.1 " |
S-AD 01S 5.5x19 |
S-MD 51S 5.5x50 |
Imperial |
||||