Transcription of STRUCTURAL DESIGN CALCULATIONS
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STRUCTURAL DESIGN CALCULATIONS
STRUCTURAL DESIGN CALCULATIONSCOUNTY OF IMPERIAL CALIFORNIATABLE OF CONTENTS GRAVITY LOADS SECTION PROPERTIES ALLOWABLE STRESSES ALLOWABLE SHEAR SHEARWALL PANEL SCHEDULE TIMBER BEAM DESIGN SEISMIC FORCES/WIND FORCES FLOOR SHEARWALL DIAGRAM LATERAL LOADS ROOF DIAPHRAGM DESIGN SHEARWALL DESIGN CONTINUOUS FOOTING DESIGN DESIGN CRITERIA AND SPECIFICATIONS A. CODE: 2003 International Building Code B. SEISMIC: ZONE _ FAULT_____ TYPE__ Distance ____ C. WIND: Basic wind speed __ __ D. SOILS: Allowable soil bearing pressure _____ psf E.
shear wall panel schedule mark wall type & nail spacing (common or box) allowable shear,plf anchor bolts (12” long or 15” for 2- pour) upper
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