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Wind Load Calculation for Utility Building by Adam Michael Green is a document available to read on EtoBox.
What is Wind Load Calculation for Utility Building about?
1) The document calculates wind and earthquake loads on a 44.54m high utility building with 22 floors located in an area with a basic wind speed of 195 km/h. 2) Wind load calculations are provided for each floor in both X and Y directions. The total wind force in the X direction is 911 kip and in the Y direction is 1708 kip. 3) Earthquake load calculations are also shown using BNBC 1993 parameters. The base shear is calculated as 1467143 lb. Floor seismic forces are then calculated from the base shear.
- Author
- Adam Michael Green
- Language
- EN