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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Orie2 Engineering <br />Eddy Yum <br />Checked By : __________ <br />1/23/2024 <br />11:37:59 AM <br />RISA-3D Version 21 [ Glulam Beam - Vietnamese Alliance.r3d ]Page 3 <br />Node Coordinates <br />Label X [ft]Y [ft]Z [ft]Detach From Diaphragm <br />1 N1 0 0 0 <br />2 N2 71 0 0 <br />Wood Properties <br />Label Type Database Species Grade Cm Ci Emod Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³] <br />1 DF Solid Sawn Visually Graded Douglas Fir-Larch No.1 1 0.3 0.3 0.035 <br />2 SP Solid Sawn Visually Graded Southern Pine No.1 1 0.3 0.3 0.035 <br />3 HF Solid Sawn Visually Graded Hem-Fir No.1 1 0.3 0.3 0.035 <br />4 SPF Solid Sawn Visually Graded Spruce-Pine-fir No.1 1 0.3 0.3 0.035 <br />5 24F-1.8E DF Balanced Glulam NDS Table 5A 24F-1.8E_DF_BAL na 1 0.3 0.3 0.035 <br />6 24F-1.8E DF Unbalanced Glulam NDS Table 5A 24F-1.8E_DF_UNBAL na 1 0.3 0.3 0.035 <br />7 24F-1.8E SP Balanced Glulam NDS Table 5A 24F-1.8E_SP_BAL na 1 0.3 0.3 0.035 <br />8 24F-1.8E SP Unbalanced Glulam NDS Table 5A 24F-1.8E_SP_UNBAL na 1 0.3 0.3 0.035 <br />9 1.3E-1600F_VERSALAM SCL Boise Cascade 1.3E-1600F_VERSALAM na 1 0.3 0.3 0.035 <br />10 1.35E LSL_SolidStart SCL Louisiana Pacific 1.35E LSL_SolidStart na 1 0.3 0.3 0.035 <br />11 1.4E_RIGIDLAM LVL SCL Roseburg Forest Products_2023 1.4E_RIGIDLAM LVL na 1 0.3 0.3 0.035 <br />12 2.0E_DF Parallam PSL SCL TrusJoist 2.0E_DF Parallam PSL na 1 0.3 0.3 0.035 <br />13 LVL_PRL_1.5E_2250F Custom N/A LVL_PRL_1.5E_2250F na 1 0.3 0.3 0.035 <br />14 LVL_Microlam_1.9E_2600F Custom N/A LVL_Microllam_1.9E_2600F na 1 0.3 0.3 0.035 <br />15 PSL_Parallam_2.0E_2900F Custom N/A PSL_Parallam_2.0E_2900F na 1 0.3 0.3 0.035 <br />16 LSL_TimberStrand_1.55E_2325F Custom N/A LSL_TimberStrand_1.55E_2325F na 1 0.3 0.3 0.035 <br />Wood Section Sets <br />Label Shape Type Design List Material Design RuleArea [in²]Iyy [in⁴]Izz [in⁴] J [in⁴] <br />1 10-3/4"x42" GLB 10.75X42FS Beam Glulam_Western 24F-1.8E DF Balanced Typical 451.5 4348.03966370.5 14588.674 <br />Member Primary Data <br />Label I Node J Node Section/Shape Type Design List Material Design Rule <br />1 M1 N1 N2 10-3/4"x42" GLB Beam Glulam_Western 24F-1.8E DF Balanced Typical <br />Wood Design Parameters <br />Label Shape Length [ft] le2 [ft] le-bend top [ft] Cr y sway z sway <br />1 M1 10-3/4"x42" GLB 71 1.6 1.6 <br />Design Size and Code Check Parameters <br />Label Max Axial/Bending Chk Max Shear Chk <br />1 Typical 1 1 <br />Deflection Design <br />Label LC Ratio LC Ratio LC Ratio <br />1 Typical 1 240 2 360 3 240 <br />Page 24 <br />2130 N Grand Ave <br />10/1/2024