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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. LUMBER: Douglas Fir-Larch, 1. 2X Joists & Rafters-#2 or Better 2. 4X, 6X, 8X Beams & Headers- #1 orBetter 3.

ASTM A615, Gr, 40 for #3 & 4, Gr.60 for # 5 and larger rebar steel ASTM A53, Gr. B for Pipe Steel ASTM A500, Gr. BB for Tube Steel I. CONCRETE BLOCK: ASTM C90, Grade N medium weight, Solid grouted all cells J. COLD FORM STEEL: ASTM A570-79 Gr.33 for 18 through 25 Gauge ASTM A570-79 Gr 50 for 12 through 16 Gauge K. WOOD CONSTRUCTION …

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