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<br /> di FORTE • MEMBER REPORT • ` PASSED
<br /> Level,Roof:30ist.-RR1
<br /> • 1 piece(s)2 x 8 CIF No.2 @ 24"OC 1
<br /> Sloped Length:14'6 5/8
<br /> ' : :,--:; 4<at+ 'a.4 ,1.= ny-r.:-54:-..3 " ,s'., : .n+.nd +
<br /> - ��� s 2i X ts,t's 4 `.in r' -e .`hM 9-,a..3 r*:5.4'`"a q 4:
<br /> -Ps 'f'`x ° "'nrs ;1 t c��%hi t rP` 1 X'5!y 455 14,r -Y 54-5 ,5-uk•h 'r'"#'t ..
<br /> 1 Z ��c E`Px�}� " ;may -e,"r`i' �,f,��r,F . s,1,'' :r ,.'�=.a#r y -
<br /> 2.6" y 12' _
<br /> 1 y
<br /> ® 0 •
<br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal, Member Length:14's 7/16"
<br /> wew M `p Loada Qti)BI Fw ' System:Roof
<br /> Member Reaction(Ibs) 393 @ 14'4 1/4" 1406(1.50") Passed(28%) •-- ' 1.0 D+1.0 S(Alt Spans) Member Type:Joist
<br /> Ibs 371 @ 3'6 3 4 1501 Passed(25%) 1.15 1.0 D+1.0 S.(All Spans) Building Use:Residential
<br /> Shear
<br /> ( } / Building Code:IBC 2018
<br /> Moment(Ft-lbs) 1101 @ 8'9 1564 Passed(70%) 1.15 1.0 D+1.0 5(Alt Spans) Desgn Methodology:ASD
<br /> Uve Load Deft.(in) 0.254@ 8'7 1/8" 0.583 Passed(L/552) -- 1.0 D t 1.0 5(Alt Spans) : .`Member Pitch 1/12
<br /> Total Load Defl.(in). 0.348 @ 8'7 5/16" 0.778 Passed(L/402) -- 1.0 D+1.0 S(Alt Spans)
<br /> -•Deflection criteria:IL(L/240)and TL(L/180).
<br /> •Overhang deflection criteria:LL(2L/240)and TL(21/180).
<br /> •Mowed moment does not reflect the adjustment for the beam stability factor.
<br /> •A 15%increase in the moment capacity has been added to account for repetitive member usage.
<br /> •Applicable calculations are based on NDS, '
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<br /> 1-Beveled Plate-SPF 5.50" 5.50" 1.50" 178 443 621 Blocking •
<br /> 2-Hanger on 7 1/4"SPF beam 1.75" Hangers 1.50 113 290 403 : See note
<br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
<br /> •At hanger supports, . ,
<br /> the Total Bearing dimension Is equal to the width of the material that is supporting the hanger .
<br /> •1 See Connector grid below for additional information and/or requirements.,:
<br /> Top Edge(Lu) 8'8"o/c •
<br /> Bottom Edge(Lu) 14'5"o/c
<br /> •Maximum allowable bracing intervals based on applied load.
<br /> •
<br /> �9.SYnr ��±,, s -ir--' f -.ems .. v ray.` 'j, `re ..f '� t:v�r-. -: ;rL' k ' 4.e,'-.� ; t 4' �`:i>
<br /> M 1p� ,� t R 4 k(r ' C.1 LDS• �a t °•ott04'1 { " Y• -'J e'.
<br /> r �5 ' "�o r`t. `Cr",. - tY ✓ -r• , �-. r:.....,.� c• : zr 4" . '1'M r', u� : '2•-
<br /> ogf
<br /> F r"!u���b :K�'Y �-..;r? �� - m `.,br'i ry i� '^K+:r. 4?. <�- ..w. :;,4ir.. h-p r,,? M;i v'� tY..
<br /> 2-Face Mount Hanger iRU262 '` 1.94"-'y N/A. 4-10dx1.5 5-lad•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
<br /> 1-Uniform(PST) 0 to 14'6" 24" 10.0 25.0 Roof snow load
<br /> 'y„« �c{f `hs•'xa`cufF 5•v,` •
<br /> "
<br /> J �' .� �',.... v�, 4-.
<br /> vms� ;% a �s x ''�r'� i �tS CSn
<br /> Weyerhaeuser warrants that the sizing of its products wi'i be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly declaims any other warranties
<br /> related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is
<br /> responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Blod(Ing Panels and Squash Blocks)'are not designed by this software.Products manufactured at 'Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by 1CC-ES under evaluation reports ESR-1153 and ESR-1387
<br /> and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to
<br /> www.weyerfiaeuser.com/woodproducts/document-library. .
<br /> The product application,Input design loads,dimensions and support information have been provided by ForteWEB SoftwareOperator.
<br /> ForteWEB Software Operator :. -. Job Notes - `- : • -
<br /> 5/19/2023 2:00:26 PM UTC
<br /> Larry Johnson
<br /> Johnson Structural Engineering,Inc. ForteWEB v3.5,Engine:V8.2.5.1.,Data:V8.1.3.6
<br /> (405)585-2939 File Name:Shambaugh 23-759
<br /> tarry@johnsonengineer.com Weyerhaeuser
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