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PASSED <br /> Upper Floor,Floor:US-18(ELEV.8) <br /> i piece(s)S 1/2"X 19 112"24F-V4 DF Gluilam <br /> Overall Length;20'8'' <br /> ,5 "Y <br /> 1, <br /> 0 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> awed <•:":'.:,.'; illy j I 'Coeri1ill aN�Pat�helal Des 1€R06NIEB.: xw,a1 @'lacatioa System:Floor <br /> " ... 1✓ember Type:Flush Beam <br /> Member Reaction bs 9133 20'4" 1225€(5,50) Passed(7596) - 1,0 D+p-75 L+0.75 S(All Spans) <br /> ...... ..... _ Building use;Residential <br /> Shear(lbs) 7672 @ 16'7" 21790 Passed(350k) 1.15 1.0 D+0,75 L+0.75 S(All Spans) Building Code:IBC 2o1B <br /> Pos Moment(Ft-lbs) 54070 @ 10'3" 76204 Passed(71%) 1.15 1.0 D+0,75 L+0.75 S(All Spans) Design Methodolony:ASP <br /> Uve Load Defl.(in) 0.344 @ 1D'4 1/16" D.667 Passed(L/698) 1.0 D+0.75 L+0.75 S All Spans} <br /> Total Load Defl.(in) 0.5B9 @ IV 4 1/16, 1.000 Passed(L/407) - 1.0 D+0.75 L+0.75 S(AM Spans) <br /> •Deflection criteria:ILL(V360)and TL(V240), <br /> •A 4.9%decrease in the moment rapacity has been added to account for lateral stability. <br /> •Critical Positive moment adjusted by a volume factor of 0.95 dot was calculated using length L=201. <br /> •The effects of positive or negative camber have not been accounted for when calculating deflection. <br /> •The specified giulam Is assumW to hm Its strong laminatans at the bottom of the beam.InMfl with proper side up as indicated by the manufacturer. <br /> •Applicable calculations are based on NDS. <br /> e.[ .Laeela6.; tndsTns <br /> P� , .:.." ;:.". ]alai Jliratlawe `ReQtine Dead Martin Straw Eailwad Jlooes+ortps <br /> 1-Stud wall-HF 5.50" 5.50" 4.00" 3891 2353 4353 8921 Blocking <br /> 2-Stud wall-HP 5.317' 5.50" 4AT 3978 2321 4553 9133 Bloc Jng <br /> •Blocking Panels are assumad to carry no loads applied dvecdy above them and the full bad is applied to the member being designed. <br /> Lateral Bradng ;- tstadrip'nitorvals _:. <br /> E <br /> I Top Edge(Lu) Contirwous <br /> Bottom Edge(W) Coetinufws "'--- <br /> Dead": "Hodrllae . <br /> VerEictel Loads . Location(ale) Tdllb e'MdBt (f£+YOj`', (i 80): C�151 Conunefft <br /> 0-self weight(PIF) 0 to 20'8" N/A 26.1 — <br /> 1•U.Norm(PSF) T_..0 to 20'B"(Top) i S' 10,0 [Wall Trib <br /> v e._ <br /> 2•Uniform(PSF) 0 m 20'B"(Top) 1' 12.0 �.0 I Floor Trib i <br /> _................. 1 <br /> 3-uniform(PSF) o to 20'a"(Top) { 1' 12.0 25.0 Lower Rod THb <br /> 4•Uniform(P iY�o to 1a e•(rgP)� 1r 6^ uo .-- 25.0 (Poor+Z� <br /> 5•Uniform(P� lfl'fi'th CRoof rdb <br /> r a"(Top) 17' 12.0 .... f 210 (30/2+2) <br /> 6-Pant(Po) 10'3"(Top) N/A lls4 3a47 - UB 11 <br /> Member Notes <br /> UB-i6(ELEv-C) <br /> Fa teWEB Software operator Job NOW i <br /> NattNn Bork <br /> BTL Engineering <br /> (307)2$8-1841 ; AA <br /> nathan.bwlck@bdeng.net l`` lkeyerhaeu;er U2.12 <br />