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E-.d l`; (' PASSED <br /> Upper Floor, Floor:UB-18(ELEV, B) <br /> 1 piece(s)5 1/2"x 19 1/2"24F-V4 DF Glulam <br /> Overall Length.20'8' <br /> * <br /> ! + . <br /> C 0 <br /> i <br /> ` 19'9" . <br /> 1 9 <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 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 9133 @ 20'4" 12251(5.50") Passed(75%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:flush Beam <br /> etial <br /> Shear(Ibs) 7672 @ 18'7" 21790 Passed(35 7n) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Bes <br /> onding Code:BC 018 <br /> Pos Moment(Ft-Ibs) 54070 @ 10'3" 76204 Passed(71%) 1.15 1.0 D+0,75 L+0.75 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(In) 0.344 @ 10'4 1/16" 0.667 Passed(L/698) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> Total Load Dell.(in) 0.589 @ 10'4 1/16" 1.000 Passed(L/407) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(L/240). <br /> •A 4.995 decease in the moment capacity has been added to account for lateral stability. <br /> •Critical positive moment adjusted by a volume factor of 0.95 that was calculated using length L=20'. <br /> •The effects of positive or negative camber have not been accounted for when calculating deflection. <br /> •The specified gluiam 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(Its) <br /> Supports Total Available Required Dead Floor Live Snow Factored Accessories <br /> 1-Stud wall-HF 5.50" 5.50" 4.00" 3891 2353 4353 8921 Blocking <br /> 2-Stud wall-HF 5.50" 5.50" 4.10" 3978 2321 4553 9133 Blocking <br /> •Blocking Panels are assumed to carry no loads applied dtrectiy above them and the full load Is applied to the member being designed. <br /> Lateral Bracing Bradn9Intevals Comments <br /> Top Edge(Lu) Continuous <br /> Bottom Edge(Lu) Continuous <br /> Dead Floor Live Snow <br /> Vertical Loads Location(side) Tributary Width (0.90) (1.00) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 20'8" N/A 26.1 -- -- <br /> 1-Uniform(PSF) 0 to 20'8"(Top) 8' 10.0 - - Wall Trib <br /> 2-Uniform(PSF) 0 to 20'8"(Top) 1' 12.0 40.0 - Floor Trib <br /> 3-Uniform(PSF) 0 to 20'8"(Top) 1' 120 - 25.0 Lower Roof Trib <br /> rib <br /> 4-Uniform(PSF) 0 to 10'6"(fop) 15'6" 12.0 - 25.0 Roof(27/2+2)+2) <br /> 5-Uniform(PSF) 10'6"to 20'8"(Top) 17' 12.0 - 25.0 Roof Trib <br /> (38/z+z) <br /> 6-Point(lb) 10'3"(Top) N/A 1154 3847 - US-11 <br /> Member Notes <br /> UB-16(ELEV.C) <br /> ForteWEB Software Operator Job Notes , <br /> Nathan Bond( <br /> EVIL Engineering <br /> 256 1841 nat U2.12 <br /> nathan.bonck@btieng.net Weyerhaeuser <br />