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.IFORTE <br />MEMBER REPORT main, JBB-Of JOIST BEARING BEAM <br />1 piece(s) 5 i1ex 10 1/2" 24F-V4 DF Glulam <br />11 <br />PASSED <br />0 <br />Overall Length: 13' <br />13' <br />0 <br />All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. <br />E <br />Design Results <br />Actual Cu Location <br />Allowed <br />Result <br />LDF <br />Load: Combination (Pattern) <br />Member Reaction (Ibs) <br />3069 @ 12' 11 3/4" <br />5830 (1.75") <br />Passed (53%) <br />-- <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />2582 @ 1' 2" <br />9507 <br />Passed (27%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Pos Moment (Ft-Ibs) <br />9800 @ 6' 6 7/8" <br />18834 <br />Passed (52%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.253 @ 6' 6 7/8" <br />0.427 <br />Passed (L/607) <br />- <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.325 @ 6' 6 7/8" <br />1 0.641 <br />Passed (L/473) <br />1.0 D + 1.0 L (All Spans) <br />Deflection criteria: LL (1-/360) and TL (L/240). <br />Top Edge Bracing (Lu): Top compression edge must be braced at 13' o/c unless detailed otherwise. <br />Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 13' o/c unless detailed otherwise. <br />Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 12' 9 3/4". <br />The effects of positive or negative camber have not been accounted for when calculating deflection. <br />The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. <br />Applicable calculations are based on NOS. <br />Supports <br />Beating Length <br />Loads to Supports (Ibs) <br />Accessories <br />Total <br />Avallable <br />Required <br />Dead <br />Floor <br />Live <br />Total <br />1 - Column - SPF <br />3.50" <br />3.50" <br />1.50" <br />697 <br />2442 <br />3139 <br />Blocking <br />2 - Column - SPF <br />1.75" <br />1.75" <br />1.50" <br />681 <br />2388 <br />3069 <br />Blocking <br />• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br />Loads <br />Location (Side) <br />Tributary <br />Width <br />Dead <br />(0.90) <br />Floor Live <br />(1.00) <br />Comments <br />0 - Self Weight (PLF) <br />0 to 13' <br />N/A <br />13.1 <br />1 - Uniform (PSF) <br />0 to 13' (Top) <br />9' 3 1/2" <br />10.0 <br />40.0 <br />Snow <br />Weyerhaeuser Notes <br />Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br />Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design <br />professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is <br />compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES <br />under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser <br />product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. <br />The product application, input design bads, dimensions and support information have been provided by Forte Software Operator <br />Forte Software Operator <br />Job Notes <br />Ron Button <br />Andrew Shubin (Shutov) <br />Design Lines <br />8029 57th Ave SW <br />(425) 353-0531 <br />Everett, We. <br />r.button@designiines.com <br />System : Floor <br />Member Type : Drop Beam <br />Building Use : Residential <br />Building Code : IBC 2015 <br />Design Methodology : ASO <br />4 SUSTAINABLE FORESTRY INITIATIVE <br />12/7/2018 9:49:17 AM <br />Forte v5.4, Design Engine: V7.1.1.3 <br />ShubinAte <br />Page 1 of 1 <br />