To calculate wind load on shelters, Pipe racks, open structures, cable trays and pipes as per ASCE 7-16, use the following approach, accounting for the cylindrical shape and exposure to wind. ASCE 7-16 (“Minimum Design Loads and Associated Criteria for Buildings and Other Structures”) provides a systematic approach to determining wind loads on buildings and structures. The calculation involves determining wind speed, exposure categories, wind pressure, and applying appropriate load factors.
Step 1: Determine Basic Wind Speed (V)
- The Basic Wind Speed (V) is obtained from ASCE 7-16, Figure 26.5-1 based on geographic location.
- Expressed in miles per hour (mph) or meters per second (m/s).
- Example: Assume V = 130 mph (Risk Category II, Exposure C).
Step 2: Identify the Risk Category
ASCE 7-16 classifies buildings into four Risk Categories:
- Risk Category I – Low-risk structures (e.g., barns, storage).
- Risk Category II – Standard buildings (e.g., residential, offices, retail).
- Risk Category III – Public buildings (e.g., schools, jails, assembly halls).
- Risk Category IV – Essential facilities (e.g., hospitals, emergency services).
The wind importance factor (IW) is considered based on this category.
Step 3: Determine the Exposure Category
Exposure categories define the surrounding terrain’s effect on wind:
- Exposure B – Urban/suburban areas with closely spaced buildings.
- Exposure C – Open terrain with scattered obstructions (e.g., airports).
- Exposure D – Flat, unobstructed areas near large bodies of water.
For our example, we assume Exposure C.
Step 4: Compute Wind Pressure
Main Wind Force Resisting System (MWFRS) Pressure Calculation
Qz = 0.00256 . Kz . Kd . Ke . V2
Where:
- qz = Wind pressure (psf or N/m²)
- Kz = Velocity pressure exposure coefficient (Table 26.10-1 ASCE 7-16)
- Kd = Directionality factor (typically 0.85)
- Ke = Ground elevation factor (typically 1.0 at sea level)
- V = Basic Wind Speed (mph)
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