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: DEI Section 1 May 30,2023 <br /> I <br /> ICompany <br /> I RASA Designer : MKW 3:24 PM <br /> Job Number 21 406 Checked By: <br /> very -.EK COMPANY Model Name : 1429 Broadway <br /> Wood Material Properties <br /> Label Type Database Species Grade Cm Emod Nu Therm(1...Denstk/t^31 <br /> 1 DF Solid Sawn Visually Gr.. Douglas Fir-Larch No.1 i <br /> I 1 .3 .3 .035 <br /> I 2 SP -I Solid Sawn Visually Gr.. Southern Pine No.1 1 .3 .3 .035 <br /> 3 HF Solid Sawn Visually Gr... Hem-Fir No.1 1 .3 .3 I .035 <br /> 4 SPF Solid sawn(Visually Gr.. Spruce-Pine-fir I No.1 1 .3 .3 I .035 <br /> 5 24F-1.8E DF B... Glulam Table 5A 24F-1.8E_DF_BAL na 1 .3 .3 .035 <br /> 6 24F-1.8E DF U... Glulam Table 5A 24F-1.8E DF_UNB... na 1 .3 .3 .035 <br /> 7 24F-1.8E SP B... Glulam Table 5A 24F-1.8E_SP_BAL na 1 .3 .3 .035 <br /> 8 24F-1.8E SP U... Glulam I Table 5A 24F-1.8E_SP_UNB..• na 1 .3 .3 .035 <br /> 9 1.3E-1600F_V... SCL Boise Cas...1.3E-1600F_VERS... na 1 .3 .3 .035 <br /> 10 1.35E LSL_Sol... SCL Louisiana...;1.35E LSL_SolidSt... na 1 .3 .3 I .035 <br /> 11 1.3E_RIGIDLA... SCL Roseburg ...1.3E_RIGIDLAM L... na 1 .3 .3 .035 <br /> 12 2.OE_DF Parall... SCL TrusJoist 2.OEDF Parallam .., na 1 .3 .3 .035 <br /> 13 LVL_PRL_1.5... Custom N/A LVL__PRL_1.5E_22.., na 1 .3 .3 .035 <br /> 14 LVL_Microlam... Custom N/A LVL_Microllam_1.9.. na 1 .3 .3 .035 <br /> 15 PSL_Parallam... Custom N/A PSL_Parallam_2.0... na 1 .3 .3 .035 <br /> 16 LSL_TimberStr... <br /> Custom N/A ILSL_TimberStrand... na l 1 .3 .3 .035 <br /> Member Point Loads (BLC 1 : Dead) <br /> Member Label Direction Magnitude[k,k-ft] Location[ft,%] <br /> 1 M3 Y -.047 12 <br /> 2 M3 Y -.047 i 6.35 I <br /> Member Point Loads (BLC 5 : Wind) <br /> Member Label Direction Magnitude[k,k-ft] Locationjft,%]__ <br /> ' 1 M3 Y .013 6.35 <br /> 2 , M3 Y _ .013 12 <br /> Member Distributed Loads (BLC 1 : Dead) <br /> Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Locationjft.%] <br /> 1 I M3 Y -.03 -.03 0 0 <br /> 2 M2 Y -.03 -.03 0 0 <br /> Member Distributed Loads (BLC 2 : Live Root) <br /> Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft%] _ End Location[ft,%] l <br /> 1 M3 Y -.04 -.04 0 0 <br /> 12 M2 Y 1 -.04 -.04 0 0 _I I <br /> Member Distributed Loads (BLC 3 : Snow Load) <br /> Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F,... Start Location[ft,%] End Location[ft.%] <br /> 1 L M3 Y -.05 -.05 0 0 1 <br /> 2 M2 Y I -.05 -.05 0 0 <br /> Envelope Member Section Deflections Service <br /> Member Sec x[in] LC y[in] LC z[in] LC x Rotate[r.... LC (n)Uy'Ratio LC (n)Uz'Ratio LC <br /> 1 M1 1 max 0 9 0 9 0 ' 9 r 0 9 NC 9 NC 9_ <br /> 2 min 0 1 I 0 1 0 ' 1 0 1 I NC 1 NC 1_ <br /> 3 2 max .029 7 0 2 0 _ 9 0 9 NC 2 NC 9 <br /> 4 min 0 2 -.341 7 0 _ 1 0 1 1998.189 ' 7 NC 1 <br /> 5 3 max .051 7 0 2 0 9 0 9 NC 2 NC _ 9 <br /> 6 min I 0 2 -.331 7 0 1] 0 11 1026.552 7 NC 1_ <br /> RISA-3D Version 17.0.2 [J:\...\...\Calcs\Truss Evaluation-Sectionl.r3d] Page 1 <br />