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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)7306 @ 2"7656 (3.50")Passed (95%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Shear (lbs)3056 @ 1' 3/4"4856 Passed (63%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Moment (Ft-lbs)3104 @ 1'5544 Passed (56%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Vert Live Load Defl. (in)0.020 @ 2' 8"0.116 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Vert Total Load Defl. (in)0.038 @ 2' 8 1/16"0.145 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Lat Member Reaction (lbs)129 @ 5' 11 1/2"N/A Passed (N/A)1.60 1.0 D + 0.6 W <br />Lat Shear (lbs)111 @ 7"6216 Passed (2%)1.60 1.0 D + 0.6 W <br />Lat Moment (Ft-lbs)187 @ mid-span 2991 Passed (6%)1.60 1.0 D + 0.6 W <br />Lat Deflection (in)0.015 @ mid-span 0.386 Passed (L/999+)--1.0 D + 0.6 W <br />Bi-Axial Bending 0.40 1.00 Passed (40%)1.60 1.0 D + 0.45 W + 0.75 L + 0.75 Lr <br />Member Length : 6' 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/180) <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 3.50"3.50"3.34"3350 2721 2553 -2556 7306 None <br />2 - Trimmer - DF 3.50"3.50"1.50"358 243 263 -266 737 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 6' 1 1/2"N/A 8.2 ------ <br />1 - Uniform (PSF)0 to 6' 1 1/2"1' 2"5.0 ------EX.WALL LOAD <br />2 - Uniform (PSF)0 to 6' 1 1/2"1' 4"6.0 20.0 ----CLG LOAD <br />3 - Point (lb)1'N/A 981 --1169 -1202 Linked from: <br />(N)RC2, Support 1 <br />4 - Point (lb)6"N/A 2592 2801 1647 -1620 <br />Linked from: <br />(N)CB13, Support <br />2 <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)HDR4 <br />1 piece(s) 4 x 10 DF No.2 <br />Page 177 of 290