Transcription of STRUCTURAL DESIGN CALCULATIONS - …
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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. Plates, Blocking & Studs Stud Grade or Better F. GLUED-LAMINATED BEAM: Combination: 24 F- V4 Species: DF/DF PARALLAM BEAM: Truss Joist MacMillan, Parallam PSL MICROLLAM BEAM: Truss Joist MacMillan, Microllam LVL G. CONCRETE: Non- Monolithic Pour Foundation System, All slab-on-grade/ continuous footing/ pads / pole footing _ _ _ _ _ _ f c= 2500 psi All STRUCTURAL concrete/ retaining wall / column / beam / _ _ _ _ _ _ f c= 3000 psi H.
table of contents gravity loads section properties allowable stresses allowable shear shearwall panel schedule timber beam design seismic forces/wind forces
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Structural Design, Basis of structural design, Structural Analysis, Seismic Design, Analysis, Structural, Design seismic, LOAD CRITERIA FOR SHIP STRUCTURAL DESIGN, Concealed Fastener Steel Roof and, Design of Structural Glued Laminated Timber, Design of Structural Glued Laminated Timber Columns, Structural Design Loads foe One