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rlE�tR R C r; PASSED <br /> -,. -r <br /> Upper Floor,Floor.UR-18(ELEV.A) <br /> 1 piece(s)5 1/2"X 191/2"24F-V4 DF Glulam <br /> Overall Length;20'8" <br /> i <br /> 0 <br /> - � r <br /> n <br /> All locations are measured from the outside face of left support(or left rantllever end).All dimensions are horizontal. <br /> Design Results Ac4usf w e� I Atlowed ROMA M O# ralAe jd a llls� 0.anio )' Sys:Floor <br /> Member Reaction(Ibs) 10935 @ 4" 12251(5.50') Passed(89%) - 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam <br /> Shear(Ibs) 9570 @ 2'1" 21790 Passed(44% 1.15 1.0 D+0.75 L+0.75 S(Ail Spans) Building Use; IBC 2018 <br /> } Building Code:IBC 201E <br /> Pos Moment(Pt ibs) 75080 @ 10'6' 76204 Passed(99%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Metlwdology:ASD <br /> Live Load Heft.(m) 0.450 @ 10'31/16" 0.667 Passed(L/534) - 1.0 D+0.75 L+0.75 S(All Spans) <br /> Total Load Defl.(in) 0.763 @ 10'3" 1.000 Passed(L/315) - 1.0 D+0.75 L+0.75 5(All Spans) <br /> •Denectlon criteria:LL(L/360)and TL(L/240). - <br /> •A 4.9%decrease In the moment mpac&y has been added W account for lateral stab'@y. <br /> •firb'ral posidve moment a UusW by a volume factor of 0.95 that was calculated using lermjth L=217. <br /> •The etTeds of posiUve or negaWe camber have not been accounted for when calculating dene,'W. <br /> •The spedfied glulam Is assumed to have Its strong laminations at the boftm of the beam.1rGtall with proper side up as indicabed by the mamAadarer. <br /> •Applicable calculations are based on NDS. <br /> Daft Loeb Ro Supylxtt(Ws) <br /> Supports Total. Aria PAQU W aedd Vnorllve ;.Slww Pined Aaca9sorfes . <br /> 1-Stud wall-HF 5,50• 5.50" 4.91" 4683 2305 6032 10935 Blocking <br /> 2-Stud wall-HF 5.5V 5.50" 4.07• 3943 s 2369 4451 9056 Bloddng <br /> •BWldng Panels are assumed to carry no bads applied directly above them and the full load Is applied to the member being designed. <br /> Lateral Brarang BraclnDlu +rats oonunenU <br /> Top Edge(Lu) Cnritinuous <br /> Boto n Edge(Lu) Cott inuous <br /> Deaf #loaeilra snow <br /> Vertical Loads ti>mdon(slae) rr'brteryxrdBll cormned+bs <br /> 0-Self Weight(PLF) 0 to 20'a. N/A 26.1 - - <br /> 1-uniform(PM 0 to 20'8"(Top) 8' 1 10.0 f ;'Mall Trio <br /> 2-Uniform(PM 0 to 20'8"(TOP) 1' 12.0 25.0 Lower Roof Trb <br /> 3-Uniform(PSF) 0 to 20'8"(Top) 1' 12-0 40.0 - Floor Trib <br /> 4-Uniform(PSF) 1 0 to 10'6"(Top) 1T 6" 12.0 - 25.0 RoofTrtb <br /> 5-unlfonm Tsrj 10'6"to W W crop) 3. 22.0 I 25.0 Roof Trib <br /> 6-POInt fib) 10'6•Crop) NIA ( 24W - 5135 Roof Gr <br /> 7-Point(lo) 10'6"(Top) _N/A 1154 3647 UB-11 <br /> Member ores"::::.:::,..: :,':...: _.,. .............:::.-.......,..... <br /> UB-16(ELEV.C) <br /> Far1eWIB soft a 0pmakor 70b NOW <br /> MI-Englneeft <br /> (307)258-1541 <br /> lnaUwn.bcrrkpbtlenp.net <br />