Description
The loading provisions were compared between the ASCE 7-10 standard and ASCE 7-16 standard. Two different structural models were considered: an office building with a flat roof located in Tempe and a community center with a gable roof located in Flagstaff. The following load types were considered: dead, live, wind, and snow loads.
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Contributors
- Cajegas, Cyam Joshua Dato (Author)
- Rajan, Subramaniam (Thesis director)
- Neithalath, Narayanan (Committee member)
- Civil, Environmental and Sustainable Engineering Program (Contributor)
- Barrett, The Honors College (Contributor)
Date Created
The date the item was original created (prior to any relationship with the ASU Digital Repositories.)
2018-05
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