Laserfiche WebLink
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1389 @ 6' 7"3281 (1.50")Passed (42%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Shear (lbs)996 @ 5' 10 1/4"3045 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)1754 @ 3' 6 1/16"2964 Passed (59%)1.00 1.0 D + 1.0 L (All Spans) <br />Vert Live Load Defl. (in)0.050 @ 3' 4 1/4"0.165 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Vert Total Load Defl. (in)0.091 @ 3' 4 3/8"0.219 Passed (L/871)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Lat Member Reaction (lbs)100 @ 6' 7"N/A Passed (N/A)1.60 1.0 D + 0.6 W <br />Lat Shear (lbs)87 @ 5"4872 Passed (2%)1.60 1.0 D + 0.6 W <br />Lat Moment (Ft-lbs)165 @ mid-span 2425 Passed (7%)1.60 1.0 D + 0.6 W <br />Lat Deflection (in)0.022 @ mid-span 0.219 Passed (L/999+)--1.0 D + 0.6 W <br />Bi-Axial Bending 0.42 1.00 Passed (42%)1.60 1.0 D + 0.45 W + 0.75 L + 0.75 Lr <br />Member Length : 6' 7" <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/480) and TL (L/360). <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"489 458 336 -339 1085 None <br />2 - Trimmer - DF 1.50"1.50"1.50"635 539 466 -479 1389 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' 7"N/A 6.4 ------ <br />1 - Uniform (PSF)0 to 6' 7"1'17.0 ------WALL <br />2 - Uniform (PLF)2' 1" to 6' 7"N/A 35.3 117.0 ----Linked from: CJ-6, <br />Support 1 <br />3 - Uniform (PLF)0 to 2' 1"N/A 28.5 94.5 ----Linked from: CJ-9, <br />Support 1 <br />4 - Point (lb)2' 1"N/A 39 114 ----Linked from: <br />CB-13, Support 1 <br />5 - Uniform (PLF)0 to 6' 7"N/A 68.3 --87.0 -87.0 Linked from: RR-4, <br />Support 1 <br />6 - Point (lb)5' 2"N/A 264 159 229 -246 Linked from: CB-1, <br />Support 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-6 <br />1 piece(s) 4 x 8 DF No.2 <br />Page 136 of 213