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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)2222 @ 16' 1/2"10313 (3.00")Passed (22%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)2003 @ 14' 11 1/2"8960 Passed (22%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)4142 @ 8' 4 5/8"7867 Passed (53%)0.90 1.0 D (All Spans) <br />Vert Live Load Defl. (in)0.052 @ 8' 5 5/8"0.318 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Vert Total Load Defl. (in)0.263 @ 8' 2 13/16"0.398 Passed (L/726)--1.0 D + 1.0 Lr (All Spans) <br />Lat Member Reaction (lbs)668 @ 16' 1/2"N/A Passed (N/A)1.60 1.0 D + 0.6 W <br />Lat Shear (lbs)619 @ 8 1/2"11469 Passed (5%)1.60 1.0 D + 0.6 W <br />Lat Moment (Ft-lbs)2659 @ mid-span 6764 Passed (39%)1.60 1.0 D + 0.6 W <br />Lat Deflection (in)0.409 @ mid-span 0.531 Passed (L/467)--1.0 D + 0.6 W <br />Bi-Axial Bending 0.66 1.00 Passed (66%)1.60 1.0 D + 0.6 W <br />Member Length : 16' 2" <br />System : Wall <br />Member Type : Header <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/600) and TL (L/480). <br />•Wall deflection criteria: TL (L/360) <br />•Moment capacity has been adjusted by a factor of 0.99 to account for the beam stability and/or volume/size factors. <br />•Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. <br />•Applicable calculations are based on NDS. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Roof Live Wind Factored Accessories <br />1 - Trimmer - DF 3.00"3.00"1.50"1018 210 -203 1228 None <br />2 - Trimmer - DF 3.00"3.00"1.50"1507 714 -604 2222 None <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)End Bearing Points <br />Bottom Edge (Lu)End Bearing Points <br />Lateral Connections <br />Supports Stud Size Stud Material Connector Type/Model Quantity Nailing <br />Left 2X Douglas Fir-Larch Nails 10d (0.128" x 3") (End)7 <br />Right 2X Douglas Fir-Larch Nails 10d (0.128" x 3") (End)7 <br />Dead Roof Live Wind <br />Vertical Loads Location Tributary <br />Width <br />(0.90)(1.25)(1.60)Comments <br />0 - Self Weight (PLF)0 to 16' 2"N/A 16.0 ---- <br />1 - Uniform (PSF)0 to 16' 2"6'14.0 ----EX.WALL LOAD <br />2 - Uniform (PSF)0 to 16' 2"1' 4"16.0 16.0 -16.0 ROOF LOAD <br />3 - Point (lb)15'N/A 563 580 -462 Linked from: <br />(N)RC8, Support 1 <br />Wind <br />Lateral Load Location Tributary Width (1.60)Comments <br />1 - Uniform (PSF)Full Length 9' 6"14.7 <br />Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). <br />MEMBER REPORT PASSED <br />CLG, (N)HDR5 <br />1 piece(s) 6 x 12 DF No.2 <br />Page 182 of 290