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.al PASSED <br /> Upper Floor,Floor:US-18(ELEV_A) <br /> 1 piece(s)5 1/2"x 19 1/2"241F-V4 DF Guam <br /> Overall Length;20'8' <br /> 0 <br /> } <br /> R; <br /> - a a <br /> All location are measured from the outside face of left support(or left fdnblever end).All dimensions are horizontal. <br /> it�fe51s1tat ` .......:. JfChrst todaflnYl A4owed RacofE i RF 40(it tanbtaa[ion{pap em} 5yst2n:Floor <br /> Member Type:Flush Beam <br /> Member Reaction(lbs) 10935 0 V' 12251(5-50") Passed(89%) - IA D+0.75 L+0.75 S(A6 Spans) Building use:Residential <br /> Shear(Ib5) 9570 @ 2'V 21790 Passed(44%) 1.15 1.0 D+0.75 L+0.75 S{All Spans) Bulk%g Code:IBC 201B <br /> Pos Moment(Ft Ibs) 75081)@ 10'fi 76204 Passed(99%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD <br /> Live Load Del6.(in) 0A50 @ 10'3 1116" 0.667 Passed(LI534) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> Total toad Defl.(in) 0J63 @ 10'3" 1.00C. Passed(La 315) - 1.0 D+0.75 L+0.75 S(All Spans) <br /> •Deflection atteria:LL(L/360)and TL(L/240). <br /> •A 4.9%decrease in the moment capacity has been added to acoount for lateral stabilky. <br /> -Critical positive moment adjusted by a volume factor of D.95 that was calculated uslno length L=20'. <br /> •The effects of positive or negaWe camber have not been accounted for when calculating deflection. <br /> -The specified glularn is assumed to have 85 sr M laminations at the bottom of the beam.Instill with proper side up as indicated by the mamifacoirer. <br /> •Applicable calculations are based on NDS. <br /> '19YotY�tettptft taadstnswpports(tbs)' ; <br /> OITIS Total Avalpbie Re4oired tad FteorUva' +Stl w FacWred ntoauoafes <br /> 1-Stud YM-HF 5.50- SMI 4.91• 4683 23D5 5032 11935 alocking <br /> 2-$tWvaff-HF 5.5V S.W 4.07" 3943 2369 9451 9D5B 6locbng <br /> •alcd trg lands are amimed to Carry no bads applied dlret*above them and the fal load is applied to the member being designed. <br /> E ati@I'a1.�atallg.'. I'racln9"nu-b' Oonrttrgits <br /> Top Edge(Lu) mr flrtrmat5 <br /> Bottom Edgy(Lu) CbrRltrmis <br /> :. Dead Floor F iYe Snow <br /> 1fer 1 i ds s ota n(ode) . .' Tr tiaty flridtlt (ate) (100) {s is) conunerft <br /> 0-self weight(PLF) 0 to 20'8" N/A - <br /> 1-Uniform(PSF) 0 W 20'8"(Top) 8' 10.0 i Wall Trib <br /> 2-uniform(PSF) i 0 to 2tl'8"crop) 1' 12.0 25.0 Lower Roof Trib j <br /> 3-Uniform(PSF) 0 to 20'8"(Top) 1' 12 0 40.0 Fmor Trib <br /> 4-Uniform(PSF) 0 to 1D'6"(Top) 15 6" -- 12.0 25.0 Roof Trib <br /> 5-Uniform(PSF) IV 6"to 20'S.(Top) 3' 12.0 - 25.0 Roof THb <br /> 6-point 0b) 10'6"(Top) NIA 2465 5135 Roof Gr <br /> 7-Point(Ib) 10'6°(Top) N/A v'� 1159 38A7 Ua-i1 <br /> UB-16(ELEV.Q <br /> ForteWES Software Operator ---- 3ob NaW <br /> Nathan Bonck <br /> BTL Engineering <br /> (307)258-1841 <br /> nathan.bonctc0btleng.nret Weyerhaeuser U2.11 <br />