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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1317 @ 0 3281 (1.50")Passed (40%)--1.0 D + 1.0 L (All Spans) <br />Shear (lbs)171 @ 7"2310 Passed (7%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)246 @ 2' 3/4"1714 Passed (14%)1.00 1.0 D + 1.0 L (All Spans) <br />Vert Live Load Defl. (in)0.003 @ 2' 3/4"0.083 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Vert Total Load Defl. (in)0.010 @ 2' 3/4"0.103 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Lat Member Reaction (lbs)114 @ 4' 1 1/2"N/A Passed (N/A)1.60 1.0 D + 0.6 W <br />Lat Shear (lbs)91 @ 5"3696 Passed (2%)1.60 1.0 D + 0.6 W <br />Lat Moment (Ft-lbs)118 @ mid-span 1839 Passed (6%)1.60 1.0 D + 0.6 W <br />Lat Deflection (in)0.008 @ mid-span 0.138 Passed (L/999+)--1.0 D + 0.6 W <br />Bi-Axial Bending 0.14 1.00 Passed (14%)1.60 1.0 D + 0.45 W + 0.75 L + 0.75 Lr <br />Member Length : 4' 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/600) and TL (L/480). <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"444 873 44 -44 1317 None <br />2 - Trimmer - DF 1.50"1.50"1.50"183 55 44 -44 258 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 4' 1 1/2"N/A 4.9 ------ <br />1 - Uniform (PSF)0 to 4' 1 1/2"3' 9"16.0 ------IN.WALL LOAD <br />2 - Uniform (PSF)0 to 4' 1 1/2"1' 4"12.0 --16.0 -16.0 RR <br />3 - Uniform (PSF)0 to 4' 1 1/2"1' 4"6.0 20.0 ----CJ <br />4 - Point (lb)1"N/A 261 818 ---- <br />Linked from: <br />(N)CB17, Support <br />2 <br />Wind <br />Lateral Load Location Tributary Width (1.60)Comments <br />1 - Uniform (PSF)Full Length 5' 6"16.7 <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)HDR7 <br />1 piece(s) 4 x 6 DF No.2 <br />Page 190 of 290