Laserfiche WebLink
WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN <br />WoodWorks® Sizer 2019 (Update 3) Header1.wwb Page 2 <br />Additional Data: <br />FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# <br /> Fv' 170 1.25 1.00 1.00 - - - - 1.00 1.00 1.00 2 <br /> Fb'+ 875 1.25 1.00 1.00 1.000 1.000 - 1.00 1.00 1.00 - 2 <br /> Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - <br /> E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 <br />CRITICAL LOAD COMBINATIONS: <br /> Shear : LC #2 = D + L <br /> Bending(+): LC #2 = D + L <br /> Deflection: LC #2 = D + L (live) <br /> LC #2 = D + L (total) <br /> Bearing : Support 1 – LC #2 = D + L <br /> Support 2 – LC #2 = D + L <br /> D=dead L=construction <br /> All LC's are listed in the Analysis output <br /> Load combinations: <br />CALCULATIONS: <br /> V max = 1223, V design = 1099 lbs; M(+) = 4907 lbs-ft <br /> EIy = 510.84 lb-in^2 <br /> "Live" deflection is due to all non-dead loads (live, wind, snow…) <br /> Total deflection = 1.5 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. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. <br />2010 & 2012 N Bush Ave, <br />#100 and #1012/21/2025