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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)368 @ 0 3281 (1.50")Passed (11%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Shear (lbs)139 @ 7"2310 Passed (6%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)163 @ 1' 3/4"1717 Passed (10%)1.00 1.0 D + 1.0 L (All Spans) <br />Vert Live Load Defl. (in)0.001 @ 1' 3/4"0.071 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Vert Total Load Defl. (in)0.002 @ 1' 3/4"0.106 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Lat Member Reaction (lbs)36 @ 2' 1 1/2"N/A Passed (N/A)1.60 1.0 D + 0.6 W <br />Lat Shear (lbs)22 @ 5"3696 Passed (1%)1.60 1.0 D + 0.6 W <br />Lat Moment (Ft-lbs)19 @ mid-span 1839 Passed (1%)1.60 1.0 D + 0.6 W <br />Lat Deflection (in)0.000 @ mid-span 0.071 Passed (L/999+)--1.0 D + 0.6 W <br />Bi-Axial Bending 0.07 1.00 Passed (7%)1.60 1.0 D + 0.45 W + 0.75 L + 0.75 Lr <br />Member Length : 2' 1 1/2" <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/360) and TL (L/240). <br />•Wall deflection criteria: TL (L/360) <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"174 134 125 -131 368 None <br />2 - Trimmer - DF 1.50"1.50"1.50"174 134 125 -131 368 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' 1 1/2"N/A 4.9 ------ <br />1 - Uniform (PSF)0 to 2' 1 1/2"1' 3"16.0 ------EX.WALL LOAD <br />2 - Uniform (PLF)0 to 2' 1 1/2"N/A 100.5 --117.8 -123.8 Linked from: <br />(N)RR1, Support 2 <br />3 - Uniform (PLF)0 to 2' 1 1/2"N/A 38.3 126.0 ----Linked from: <br />(N)CJ1, Support 1 <br />Wind <br />Lateral Load Location Tributary Width (1.60)Comments <br />1 - Uniform (PSF)Full Length 3' 3"17.6 <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)HDR1 <br />1 piece(s) 4 x 6 DF No.2 <br />Page 168 of 290