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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2046 @ 2' 5"8177 (3.50")Passed (25%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)980 @ 3' 3 7/16"4856 Passed (20%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)2130 @ 7' 10 5/8"5615 Passed (38%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.043 @ 0 0.200 Passed (2L/999+)--1.0 D + 0.6 W (Alt Spans) Total Load Defl. (in)0.154 @ 8' 2 1/4"0.620 Passed (L/964)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 15' 3 3/16" System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 4.5/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (0.2") and TL (2L/240). •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Wind Factored Accessories 1 - Column - DF 3.50"3.50"1.50"1085 961 -961 2046 Blocking 2 - Hanger on 9 1/4" DF beam 3.50"Hanger¹1.50"286 281 39/-302 567/-10 See note ¹ •Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)Continuous Bottom Edge (Lu)End Bearing Points Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LSSR410Z 1.88"N/A 22-16dx2.5 18-16dx2.5 •Refer to manufacturer notes and instructions for proper installation and use of all connectors. • Distributed wind loads are applied perpendicular to the slope of the member. • Side loads are assumed to not induce cross-grain tension. Dead Roof Live Wind Vertical Loads Location (Side)Tributary Width (0.90)(1.25)(1.60)Comments 0 - Self Weight (PLF)0 to 14' 1/4"N/A 8.2 ---- 1 - Tapered (PSF)0 to 9'11' to 3'16.0 16.0 -16.0 ROOF LOAD 2 - Tapered (PSF)9' to 14' 3 3/4"5' to 0 12.0 16.0 -16.0 ROOF LOAD Weyerhaeuser 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 related 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 responsible 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 Weyerhaeuser 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 ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Roof, (N)VB1 1 piece(s) 4 x 10 DF No.2 Page 104 of 290