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14 <br /> WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN <br /> 01 Microlam WoodWorks®Sizer 2019(Update 4) Page 2 <br /> (f" <br /> Additional Data: <br /> FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# <br /> Fv' 285 1.15 - 1.00 - - - - 1.00 - 2 <br /> Fb'+ 2600 1.15 - 1.00 1.000 1.000 - 1.00 1.00 - 2 <br /> Fcp' 750 - - 1.00 - - - - 1.00 - - <br /> E' 1.9 million - 1.00 - - - - 1.00 - 2 <br /> Eminy' 0.96 million - 1.00 - - - - 1.00 - 2 <br /> CRITICAL LOAD COMBINATIONS: <br /> Shear : LC #2 = D + S <br /> Bending(+) : LC #2 = D + S <br /> Deflection: LC #2 = D + S (live) <br /> LC #2 = D + S (total) <br /> Bearing : Support 1 - LC #2 = D + S <br /> Support 2 - LC #2 = D + S <br /> D=dead S=snow <br /> All LC's are listed in the Analysis output <br /> Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 <br /> CALCULATIONS: <br /> V max = 4218, V design = 3668 lbs; M(+) = 20036 lbs-ft <br /> EIy = 760.32 lb-in^2/ply GA = 5.82e06 lb <br /> "Live" deflection is due to all non-dead loads (live, wind, snow...) <br /> Total deflection = 1.0 dead + "live" <br /> Design Notes: <br /> 1.Analysis and design are in accordance with the ICC International Building Code(IBC 2018) and the National Design <br /> Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. <br /> 2. Please verify that the default deflection limits are appropriate for your application. <br /> 3. BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is, no butt joints are present) and <br /> that each ply is equally top-loaded.Where beams are side-loaded, special fastening details may be required. <br /> 4. FIRE RATING:Joists,wall studs,and multi-ply members are not rated for fire endurance. <br /> 5. SCL:Structural composite lumber design has assumed:-dry service conditions-no preservative or fire-retardant <br /> treatment-no notches <br /> 6. BUILT-UP SCL:Contact manufacturer for connection details when side-loaded or when loads are not applied equally to <br /> all plies. <br /> 7. SCL:Shear deflection is calculated using true modulus of elasticity E and shear modulus G = E/16. <br />