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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)246 @ 0 3281 (1.50")Passed (7%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Shear (lbs)118 @ 7"2888 Passed (4%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Moment (Ft-lbs)138 @ 1' 1 1/2"2145 Passed (6%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Vert Live Load Defl. (in)0.001 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Vert Total Load Defl. (in)0.002 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Lat Member Reaction (lbs)30 @ 2' 3"N/A Passed (N/A)1.60 1.0 D + 0.6 W <br />Lat Shear (lbs)19 @ 5"3696 Passed (1%)1.60 1.0 D + 0.6 W <br />Lat Moment (Ft-lbs)17 @ mid-span 1839 Passed (1%)1.60 1.0 D + 0.6 W <br />Lat Deflection (in)0.000 @ mid-span 0.075 Passed (L/999+)--1.0 D + 0.6 W <br />Bi-Axial Bending 0.05 1.00 Passed (5%)1.60 1.0 D + 0.45 W + 0.75 L + 0.75 Lr <br />Member Length : 2' 3" <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/360) and TL (L/240). <br />•Lateral deflection criteria: Wind (L/360) <br />•A 0.3% decrease in the moment capacity has been added to account for lateral stability. <br />•Applicable calculations are based on NDS. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Floor Live Roof Live Wind Factored Accessories <br />1 - Trimmer - DF 1.50"1.50"1.50"122 68 98 -98 246 None <br />2 - Trimmer - DF 1.50"1.50"1.50"122 68 98 -98 246 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 8d (0.113" x 2 1/2") (Toe)2 <br />Right 2X Douglas Fir-Larch Nails 8d (0.113" x 2 1/2") (Toe)2 <br />Dead Floor Live Roof Live Wind <br />Vertical Loads Location Tributary <br />Width <br />(0.90)(1.00)(1.25)(1.60)Comments <br />0 - Self Weight (PLF)0 to 2' 3"N/A 4.9 ------ <br />1 - Uniform (PSF)0 to 2' 3"1'17.0 ---WALL <br />2 - Uniform (PLF)0 to 2' 3"N/A 68.3 -87.0 -87.0 Linked from: RR-4, <br />Support 1 <br />3 - Uniform (PLF)0 to 2' 3"N/A 18.0 60.0 --Linked from: CJ-8, <br />Support 2 <br />Wind <br />Lateral Load Location Tributary Width (1.60)Comments <br />1 - Uniform (PSF)Full Length 2' 6"17.6 (3'/2)+1' <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, HDR-5 <br />1 piece(s) 4 x 6 DF No.2 <br />Page 133 of 213