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Visit the ForteWEB What's New video. GO Next File Manager EN Change to Français (Canada) Help & Support Live Chat Report Damage Help Got an Idea? Tour ForteWEB What's New Terms of Use User User Profile Settings Materials Manager Logout file:///C:/Users/brooke.beesley/Downloads/ForteWeb-%20header_files/PlusSign.png file:///C:/Users/brooke.beesley/Downloads/ForteWeb-%20header_files/btn_AddLevel.png file:///C:/Users/brooke.beesley/Downloads/ForteWeb-%20header_files/btn_DuplicateMember.png file:///C:/Users/brooke.beesley/Downloads/ForteWeb-%20header_files/btn_Delete.pngAre you sure you want to delete the selected item? Delete Cancel porch Level Roof: Joist Wall: Header Member Info Spans & Supports Loads Holes Location Analysis Product Selection Solutions Report file:///C:/Users/brooke.beesley/Downloads/ForteWeb-%20header_files/forteWeb_noWY_271x33.png MEMBER REPORT Level, Wall: Header PASSED 3 piece(s) 2 x 6 DF No.1 data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAyAAAAFFCAYAAAAU1omoAAAABHNCSVQICAgIfAhkiAAADvlJREFUeJzt3b9rW+mawPHnLGEuDFvcRvHMgrmF73bOQFjYZhuDxRCwSG8cGIZLWguDA1NukWIggiD/A9PEpA82hMEC1WlcWN3i5qYZWSzsX S6zzG3OFnettWI5sWPpOYnO5wOCWL/8zGTGvF+/5xwVZVmWAQAAkOAfqh4AAACoDwECAACkESAAAEAaAQIAAKQRIAAAQBoBAgAApBEgAABAGgECAACkESAAAEAaAQIAAKQRIAAAQBoBAgAApBEgAABAGgECAACkESAAAEAaAQIAAKQRIAAAQBoBAgAApBEgAABAGgEC AACkESAAAEAaAQIAAKQRIAAAQBoBAgAApBEgAABAGgECMEetViuKohjf9vf3K51lMBhc+vM07Xa70lnPfWjO6yqKYur97XZ7/HfT6XQmvu9oNLr19wXgMgECMAeDwSCKoojNzc0oy3J8e/PmTbTb7arH+2Tt7+9PhMBtdTqdK+Oj0+nE8vLy+O/myZMn0ev1Zva9AZh 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All dimensions are horizontal. Design ResultsActual @ LocationAllowedResultLDFLoad: Combination (Pattern) Member Reaction (lbs) 932 @ 4" 15469 (5.50") Passed (6%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 761 @ 11" 3416 Passed (22%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs) 2030 @ 5' 2826 Passed (72%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.216 @ 5' 0.311 Passed (L/519) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.300 @ 5' 0.313 Passed (L/373) -- 1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (5/16"). Allowed moment does not reflect the adjustment for the beam stability factor. Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) SupportsTotalAvailableRequiredDead Snow FactoredAccessories1 - Plate - DF 5.50"5.50" 1.50"261 671 932None2 - Plate - DF 5.50"5.50" 1.50"261 671 932NoneLateral BracingBracing IntervalsCommentsTop Edge (Lu) 10' o/cBottom Edge (Lu) 10' o/c Maximum allowable bracing intervals based on applied load. Vertical LoadsLocationTributary WidthDead (0.90) Snow (1.15)Comments0 - Self Weight (PLF) 0 to 10' N/A6.3 --1 - Uniform (PSF) 0 to 10' 3' 10"12.0 35.0Default Load ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 file:///C:/Users/brooke.beesley/Downloads/ForteWeb-%20header_files/runtime.0136739376203306.js.download file:///C:/Users/brooke.beesley/Downloads/ForteWeb-%20header_files/polyfills.543547aeb426903e.js.download file:///C:/Users/brooke.beesley/Downloads/ForteWeb-%20header_files/scripts.893c94b72c73b47a.js.download file:///C:/Users/brooke.beesley/Downloads/ForteWeb-%20header_files/main.91d65fe91600d356.js.download