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...� ;_.� <br /> Roof Beem [91 UBC 188 NDSH Vsr.3.02 <br /> By:BUILDING DEPARTMENT .CITV OF EVERETT on:05-76-1995 <br /> projsct:48219 LoceNon:TYPICAL HEADER <br /> Basm D�ta: L= 9•6 FT <br /> Sp�n: Lu e 0 FT <br /> M�aimum Unbracad Spen: ppa 6.00 : 12 <br /> Pitch Of Roof: �� 240 <br /> Uve Lwd Deflect.Criteria: �� 180 <br /> Totel Lwd Dailsct.Criteria: <br /> Berm Loadiny: p���a 26 PSF <br /> Live Load: RDL111= 10 PSF <br /> Sida One:Rno}Daad Load: RTW11�1= 13.0 FT <br /> Roof R�hsr TribuUry W{dth: RDL121= 10 PSF <br /> SW�Two:Root M�d Lud: p�y�p�� 1.6 FT <br /> qoot R�fbr Tribut�rY Wid�h: RDF= 1.t 6 <br /> poof puntlon Fectd: <br /> Slope Adjust�d Lenptb�s�d Lo�ds: U�a !.6 FT <br /> Adju�t�d Ba�m Lanpth: g��a 383 PLF <br /> Baem Uv�Lad W/Slopa Red'n: ggyy z 8 PLF <br /> Baam Sslf WNght: 7p�a 186 PLF <br /> la�m ToW Dr�d Lord: TML= 627 PLF <br /> Total Meximum Lwd: �T�� 627 PLF <br /> CoMrdlirq Totd D�sipn Lwd: <br /> propsrtNs Fa:R2-DOUOLAS FIRa.ARCH Fy a 1260 PSI <br /> B�ndinp SM�r. W� 96 PSI <br /> gMK gp�s�; E a 1700000 PSI <br /> ModiAus of El�sticitY: Fc perp� 626 PSI <br /> gwss p�rpsndicul�r to Gisin: - <br /> Adjustad Prop�rUes py� � 1438 PSI <br /> gl�ndamsss Fb' : CF Fb'� 1438 PSI <br /> Size Facta Fb' : Short Bsam <br /> Bs�m Ungth Cl�asiflcation: �d a 1.15 <br /> ConaoNfnq DunNon F�ctw: <br /> Desipn R�quir�m�nu: M n 5960 FT LB <br /> MaximumMom�nt: y� 2099 L63 <br /> SM�r IQ d from beem andl: <br /> Comp�rbom Wkh M4��d Sections' Sraq= 60 IN3 <br /> g�ctlonModulus: S= 49 IN3 <br /> Are4e 29 IN2 <br /> Aro�: Ae 32 IN2 <br /> Ira4' 90 IN4 <br /> MomaM ot In�rth: �� 230 IN4 <br /> Sactlon pd�qu�te By:0% Controlling Faetor:Sectlon Modulua <br /> Deflections: DLD= 0.08 IN <br /> Desd Loed: LLD= 0.17 IN = L1873 <br /> Live Loed: TLD= 0.25 IN = U483 <br /> Totel loed: <br /> Reections (Each Endl: lL= ��ZZ �ds <br /> Live Load: DL= 784 LBS <br /> Deed Loed: TL= 2505 LBS <br /> Totel Loed: g�- 1.15 IN <br /> Besrinp Lenpth Reqd.: <br /> Summary: 3.60 z 9.25 N2 • DOUGLAS FIR-LARCH • Dry Use <br />