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Upper Floor,Floor:UB-18(ELEV.B) <br /> 1 piece(s)5 1/2"x 19 1/2"24F-V4 OF Glulam <br /> Overall Length;20'8' <br /> 0 Q <br /> t: <br /> �P <br /> msa <br /> 1991, <br /> All locations are measured from the outside face of left support(or left cantilever end).At dimensions are horizontal. <br /> D851 If'nest,ll� AdttM }LoEslbh .,; ll(iriall':'-.' ei 16lAIS1�1101i(il��,`,.' <br /> System moor <br /> Member Reaction(lbs) 9133 0 20'4" 12251(5.50") Passed 75%) -- 1 D D+0.75 L+0.75 S(All Spans) Memo Type:Flush seam <br /> Shear(lbs) 7672 @ 19 7" 21790 Passed(35%) 1.15 1.0 D+0.75 L+0.75 S(Ail Spans) Building Use;Resident 8 <br /> Bolding rodE:llac zoi6 <br /> Pos Moment(Ft-lbs) 54070 010'3" 76204 Passed(71%) 1.15 1.0 D+0,75 L+0.75 S(All Spans) Design Methodology:ASD <br /> Live Load Daft.(in) 0.344 @SO'4 1/15" 0.667 I Passed(1./698) -- 2.0 D+0.75 L+0.75 S(All Spans) <br /> Total Load Deft.(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:U.(V360)and TL(Lr240}, <br /> •A 4.9%decrease 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 or positive or negative camber have not been accounted for when calculating deflection. <br /> •The spaGnad giulam is assumed to have its strong laminations at the bottom of the beam.Tnstafl with proper side up as Indicated by the manufacturer, <br /> •Applicable calculations are based on HDS. <br /> alRf�ld LlllQth , loads t§o Supports(ors) <br /> PPo :: . .::f.:. Total . Avrutrtble .Regr ed aaua f7oorr]ra Srrow factorw AWWOorks <br /> i-Stud wall-HP 5.50" 5.50" 4.07 3891._ 2353 _. 4353 B921 along <br /> 2-Stud wall-HF 5.50" 5.50° 4.10" 1 3978 2321 4553 9133 Blong <br /> •Blocking Panels are assumed to carry no bads applied directly abode them and the NE bad is applied to the member being designed. <br /> Lateral Bradng Br6dirifbewak C01fwrReftts <br /> Top Edge(lu) Cordin ous <br /> Bottarn Edge(Lu) Caffinrous <br /> Jt <br /> Vertical Tads (tzfee). . sbit) + Lo <br /> 0-Self Weight(PI.F) 0 to 20'B" I WA 26.1 - <br /> 1-Uniform(PSF) I T. 0 to 20'8"(Top) j 8, 10.0 Wall TNb l <br /> 2-Unifurm(PSG I 0 to 20'B"(cop) r 12.0 40.0 Floor Trio <br /> 3-uniform(PSF) 0 to 20191(Top) 1' 12.0 - 25.0 lower RcorTrib l <br /> 4-Uniform(PSF) 0 to 10,6"(Top) 15'6" 12.0 25.0 Roof Tdb <br /> _ (27/2+2) <br /> 5-uniform(PSF) i 10'6"to 20'B"(Top) i 17` 12.0 25.0 Root ri <br /> ) <br /> _ <br /> 3"(Top) N/A 1154 3847 U&11 <br /> =',en <br /> ForteW EO Software Operator Sob Notes w <br /> 'Nathan Bonck <br /> M Engineering <br /> (307)258-1841 j',,nathan.bonckQbdeng.net = 9:kyvh2cum U2.12 <br /> rr��/.1 <br />