STRUCTURAL CALCULATIONS Chapter 5 examples …
CompanyJOB TITLEChapter 5 examplesAddressCity, StateJOB BYDATECHECKED BYDATECS12 Ver CALCULATIONSFORChapter 5 examples20' eave height using MWFRS all heights procedure20' eave height using MWFRS <60' procedureGuide to Wind Load Provisions of ASCE 7-10CompanyJOB TITLEChapter 5 examplesAddressCity, StateJOB BYDATECHECKED Search Code:ASCE 7 - 10 Occupancy:Occupancy Group =BBusiness Risk Category & Importance Factors:Risk Category =IIWind factor = factor = factor = Type of Construction:Fire Rating:Roof = hrFloor = hr Building Geometry:Roof angle ( ) / degBuilding length (L) ftLeast width (B) ftMean Roof Ht (h) ftParapet ht above ftMinimum parapet ht ft Live Loads: Roof0 to 200 sf: 20 psf200 to 600 sf: 24 - , but not less than 12 psfover 600 sf: 12 psfFloor:Typical Floor50 psfPartitions15 psfLobbies & first floor corridors100 psfCompanyJOB TITLEChapter 5 examplesAddressCity, StateJOB BYDATECHECKED BYDATE Wind Loads :ASCE 7- 10Ultimate Wind Speed115 mphNominal W ind mphRisk Category
Company JOB TITLE Chapter 5 examples Address City, State JOB NO. SHEET NO. Phone CALCULATED BY DATE CHECKED BY DATE CS12 Ver 2014.09.01 www.struware.com STRUCTURAL CALCULATIONS FOR ...
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