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Company : NKH Engineering Oct 15,2019 <br /> RISA '.0e,:ignuemrber .P.1‘19<-1'703 12:46 AM <br /> Checked By: NKH <br /> Model Name : Everett Garage-Roof Truss <br /> (Global) Model Settings, Continued <br /> Seismic Code ASCE 7-16 <br /> Seismic Base Elevation (ft) Not Entered <br /> Add Base Weight? Yes <br /> Ct X .02 <br /> Ct Z .02 <br /> T X(sec) Not Entered <br /> T Z (sec) Not Entered <br /> R X 3 <br /> R Z 3 <br /> Ct Exp. X .75 <br /> Ct Exp. Z .75 <br /> 'SD1 1 <br /> SDS 1 <br /> S1 1 <br /> IL (sec) 5 <br /> Risk Cat I or II <br /> Drift Cat Other <br /> Om Z 1 <br /> Om X 1 <br /> Cd Z 4 <br /> Cd X 4 <br /> Rho Z 1 <br /> Rho X 1 <br /> Wood Material Properties <br /> Label Type Database Species Grade Cm Emod Nu Therm(..Dens[k/ft^3] <br /> 1 DF Solid Sawn Visually G. Douglas Fir-Larch No.2 1 .3 .3 .035 <br /> 2 SP Solid Sawn Visually G... Southern Pine No.1 1 .3 .3 035 <br /> 3 HF Solid Sawn Visually G... Hem-Fir No.1 1 .3 .3 .035 <br /> 4 SPF Solid Sawn Visually G... Spruce-Pine-fir No.1 1 .3 .3 .035 <br /> 5 24F-1 8E DF Glulam Table 5A 24F-1.8E DF BAL na 1 .3 .3 .035 <br /> 6 24F-1 8E DF Glulam Table 5A 24F-1.8E DF UNBAL na 1 .3 .3 .035 <br /> 7 24F-1.8E SP... Glulam Table 5A 24F-1.8E SP BAL na 1 .3 .3 .035 <br /> 8 24F-1.8E SP... Glulam Table 5A 24F-1.8E SP UNBAL na 1 .3 .3 I .035 <br /> g 1.3E-1600F SCL Boise Cas 1.3E-1600F_VERSALAM na 1 .3 .3 .035 <br /> 10 1.35E LSL_S... SCL Louisiana... 1.35E LSL SolidStart na 1 .3 .3 .035 <br /> 11 1.3E_RIGIDL... SCL Roseburg..:, 1.3E RIGIDLAM LVL na 1 .3 .3 .035 <br /> 12 ,2.0E_DF Para... SCL TrusJoistl 2.0E_DF Parallam PSL na 1 .3 .3 .035 <br /> 13 LVL_PRL_1.5.. Custom N/A LVL PRL 1.5E 2250F na 1 .3 .3 .035 <br /> 14 LVL_Microla... Custom N/A ILVL_Microllarn_1.9E_260... na 1 .3 .3 .035 <br /> 15 PSL_Paralla... Custom N/A PSL_Parallam2.0E 2900F na I 1 .3 .3 .035 <br /> 16 LSL_TimberS... Custom N/A LSL_TimberStrand na 1 .3 I .3 .035 <br /> Wood Section Sets <br /> Label Shape Type Design List Material Design Rul... A[in2] Ivy[in4] Izz[in41 J[in4] <br /> 1 WOOD1 2X8 Beam None DF Typical 10.875 2.039 4635 7.093 <br /> 2 WOOD2 '2 2X4 BeamL None DF Typical )3Tr*10.710 <br /> 3 WOOD3 2X4 None None DF Typical 5.25 .984 5.359 2.877 <br /> Joint Coordinates and Temperatures <br /> Label X fft] Y[ftj Z[ft] Temp[F] Detach From Dial <br /> 1 Ni 0 0 0 0 <br /> 2 N2 9.75 0 0 I 0 <br /> RISA-3D Version 17.0.2 [D:\...\...\19-103 Everett Garage Assessment\Calculations\Roof Framing.r3d] laage2-- <br /> S9 <br />