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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 5 <br />Envelope Node Reactions <br />Node Label X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC <br />0 N2 max 0 5 28.67 5 0 5 0 5 0 5 0 5 <br />1 min 0 1 12.664 1 0 1 0 1 0 1 0 1 <br />2 N1 max 0 5 28.67 5 0 5 LOCKED 0 5 0 5 <br />3 min 0 1 12.664 1 0 1 LOCKED 0 1 0 1 <br />4 Totals:max 0 5 57.339 5 0 5 <br />5 min 0 1 25.329 1 0 1 <br />Envelope Beam Deflections <br />Member Label Span Location [ft]y' [in](n) L'/y' Ratio LC <br />0 M1 1 max 0.74 -0.057 NC 1 <br />1 1 min 35.5 -3.865 220 5 <br />Envelope Beam Deflection Checks <br />Beam Design Rule Span Defl [in] Ratio LC Defl [in] Ratio LC Defl [in] Ratio LC <br />0 M1 Typical 1 -1.707 499 1(1)-3.201 266 2(1+RLL)-3.823 222 3(1+2+RLL) <br />Envelope AWC NDS-18 / SDPWS-21 ASD Member Wood Code Checks <br />Member Shape Code CheckLoc[ft]LC Shear CheckLoc[ft]Dir LCFc' [ksi] Ft' [ksi] Fb1' [ksi]Fb2' [ksi]Fv' [ksi] RB CL CP Eqn <br />0 M1 10.75X42FS 0.878 35.5 3 0.284 71 y 3 1.48 1.375 2.176 1.813 0.331 2.642 0.999 0.74 3.9-3 <br />Page 26 <br />2130 N Grand Ave <br />10/1/2024