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7 MEMBER REPORT PASSED <br /> Floor,UB-02 EQ <br /> 1 piece(s)5 1/2"x 16"24F-V4 DF Glulam <br /> Overall Length:21' <br /> ♦ 1 4 <br /> . <br /> If 21' <br /> 0 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual al Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> 1.0 D+0.525 E+0.75 L+0.75 S(All Member Type:Flush Beam <br /> Member Reaction(Ibs) 7079 @ 4" 15194(4.25") Passed(470/0) -- Spans) Building Use:Residential <br /> Shear(Ibs) 5532 @ 1'9 1/2" 17879 Passed(31%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2018 <br /> Pos Moment(Ft-lbs) 44123 @ 10'6" 52242 Passed(84%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.519 @ 10'6" 0.508 Passed(L/470) 1.0 D+0.525 E+0.75 L+0.75 S(All <br /> Spans) <br /> Total Load Defl.(in) 0.921 @ 10'6" 1.017 Passed(L/265) __ 1.0 D+0.525 E+0.75 L+0.75 S(All <br /> Spans) <br /> • Deflection criteria:LL(L/480)and TL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Critical positive moment adjusted by a volume factor of 0.97 that was calculated using length L=20'4". <br /> •The effects of positive or negative camber have not been accounted for when calculating deflection. <br /> •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Snow Seismic Total Accessories <br /> 1-Column-DF 5.50" 4.25" 1.98" 2951 1680 2544 1890/-1890 9065/- 1 1/4"Rim Board <br /> 1890 <br /> 2-Beam-GLB 5.50" 5.50" 1.99" 2953 1680 2545 1890/-1890 9068/ Blocking <br /> 1890 <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 20'11"o/c <br /> Bottom Edge(Lu) 20'11"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live Snow Seismic <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (1.15) (1.60) Comments <br /> 0-Self Weight(PLF) 1 1/4"to 21' N/A 21.4 -- -- -- <br /> 1-Uniform(PSF) 0 to 21'(Front) 1' 12.0 40.0 - - Floor <br /> 2-Uniform(PSF) 0 to 21'(Front) 2' 12.0 60.0 - - Low Roof <br /> 3-Uniform(PLF) 0 to 21'(Front) N/A 90.0 - - - Wall <br /> 4-Uniform(PSF) 0 to 21'(Front) 2' 12.0 - 25.0 - Roof <br /> 5-Point(lb) 10'6"(Front) N/A 2307 - 4039 - Linked from:RB-Il, <br /> Support 2 <br /> EQ w/OS <br /> 6-Point(Ib) 3'(Front) N/A - - - 1890 E=[1135# <br /> (7'/15')/0.7]'2.5 <br /> EQ w/OS <br /> 7-Point(Ib) 18'(Front) N/A - - - 1890 E=[1135# <br /> (7'/15')/0.7]`2.5 <br /> ForteWEB Software Operator Job Notes 5/6/2022 7:12:54 PM UTC <br /> Kelsi Bonner <br /> BTL Engineering ForteWEB v3.2,Engine:V8.2.0.17, Data:V8.1.0.16 <br /> (931)581-9272 <br /> kelsi.bonner@btleng.net Weyerhaeuser File Name: Peterson Garage-Everett <br /> U2.7 Pagel/2 <br />