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58 <br /> WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN <br /> 210 Beam WoodWorks®Sizer 2019 (Update 4) Page 2 <br /> Additional Data: <br /> FACTORS: F/E (psi) CD CM Ct CL CV Cfu Cr Cfrt Notes Cvr LC# <br /> FV' 265 1.15 1.00 1.00 - - - 1.00 1.00 1.00 2 <br /> Fb'+ 2400 1.15 1.00 1.00 1.000 0.967 - - 1.00 1.00 - 2 <br /> Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - <br /> E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2 <br /> Eminy' 0.85 million 1.00 1.00 - - - - 1•00 - - 2 <br /> CRITICAL LOAD COMBINATIONS: <br /> Shear : LC #2 = D + S <br /> Bending(+) : LC 42 = 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 = 4411, V design = 3955 lbs; M(+) = 20292 lbs-ft <br /> EIy = 3705.95 lb-in^2 <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. Glulam design values are for materials conforming to ANSI 117-2015 and manufactured in accordance with ANSI <br /> A190.1-2012 <br /> 4. GLULAM: bxd =actual breadth x actual depth. <br /> 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. <br /> 6. GLULAM:bearing length based on smaller of Fcp(tension), Fcp(comp'n). <br />