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• train ] rz Vv m <br />MEMBER REPORT <br />1 <br />Drawing is Conceptual <br />MAIN, MB#1 COL <br />1 piece(s) 4 x 6 HF No.2 <br />Post Height: 8' <br />PASSED <br />d <br />Design Results <br />Actual <br />Allowed' <br />Result <br />LOP <br />Load: Combination [Load group] <br />Slenderness <br />27 <br />50 <br />Passed (55%) <br />Compression (lbs) <br />5793 <br />9378 <br />Passed (620/6) <br />1.60 <br />1.0 D + 0.525 E + 0.75 I_ + 0.75 S Ill <br />Base Bearing (lbs) <br />5793 <br />571725 <br />Passed (1%) <br />H <br />1.0 D + 0.525 E + 0.75 L + 0.75 S [1] <br />Bending/Compression <br />0.83 <br />1 <br />Passed (83%) <br />1.60 <br />1.0 D + 0.525 E + 0.75 L + 0.75 S [1] <br />• input axiai roae eccenmciry ror mis oesign is io.tuwo or applicable member side dimension. <br />• Member connection at both ends must be checked against an uplift of -S51. <br />• Applicable calculations are based on NDS. <br />S Typo Material Member Type ; Free Standing Post <br />plate- <br />_ w Building Code : IBC 2018 <br />Steel <br />Design Methodology : ASD <br />Max unbracw !, rvth +canat.�tn <br />Full Member Length No bracing a,umed. <br />Dead Floor Lire <br />Rant We Snow <br />Wind <br />Seismic <br />Vertical Loaf] <br />(0.90) (1.00) <br />(non -snow: 1.25) (1.1s) <br />(1.60) <br />(1.60) Comments <br />1 - Point (lb) <br />2065 2144 <br />?9A 996 <br />Ii:2 <br />g 616/ -)-.6 EsLinked from: VB#1, Support 1 <br />erhaeuser Nafies <br />uieuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. weyerhaeuser expressly disclaims any other warranties <br />to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is <br />Bible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at <br />iaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESP-1387 <br />tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to <br />product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />ForteWES Software Operator lob Notes <br />Chris Lalonde <br />Structural Design Associates <br />(425) 339-0293 <br />clalonde(nsdaeverett.com Weyerhaeuser <br />10/8/2023 9:45:37 PM UTC <br />ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />File Name: 9902 <br />