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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Infinigy Engineering <br />CL <br />4106-A0004-B <br />CLU3416 (FRP Screen) <br />Checked By : __________ <br />12/4/2024 <br />5:33:35 AM <br />RISA-3D Version 22 [ CLU3416_FRP.r3d ]Page 3 <br />Member Point Loads <br />No Data to Print... <br />Member Area Loads <br />No Data to Print... <br />Nodal Loads and Enforced Displacements <br />No Data to Print... <br />Envelope Node Reactions <br />Node Label X [lb]LC Y [lb]LC Z [lb]LC MX [lb-ft]LC MY [lb-ft]LC MZ [lb-ft]LC <br />1 N1 max 92.457 29 0 32 0 32 0 32 0 32 0 32 <br />2 min -93.127 27 0 1 0 1 0 1 0 1 0 1 <br />3 N10 max 93.127 25 0 32 0 32 0 32 0 32 0 32 <br />4 min -92.457 31 0 1 0 1 0 1 0 1 0 1 <br />5 N11 max 24.761 29 306.09 26 33.217 26 0 32 0 32 0 32 <br />6 min -24.787 27 -100.593 32 -19.554 32 0 1 0 1 0 1 <br />7 N12 max 251.284 29 833.748 27 535.328 29 0 32 0 32 0 32 <br />8 min -280.6 27 -670.474 29 -553.678 27 0 1 0 1 0 1 <br />9 N5 max 49.299 25 487.931 26 50.501 26 0 32 0 32 0 32 <br />10 min -49.247 31 -161.749 32 -28.747 32 0 1 0 1 0 1 <br />11 N8 max 49.247 29 487.931 26 50.501 26 0 32 0 32 0 32 <br />12 min -49.299 27 -161.749 32 -28.747 32 0 1 0 1 0 1 <br />13 N2 max 24.787 25 306.09 26 33.217 26 0 32 0 32 0 32 <br />14 min -24.761 31 -100.593 32 -19.554 32 0 1 0 1 0 1 <br />15 N3 max 280.6 25 833.748 25 535.328 31 0 32 0 32 0 32 <br />16 min -251.284 31 -670.474 31 -553.678 25 0 1 0 1 0 1 <br />17 N9 max 281.668 29 461.673 27 399.257 30 0 32 0 32 0 32 <br />18 min -296.676 27 -179.55 29 -416.695 28 0 1 0 1 0 1 <br />19 N6 max 296.676 25 461.673 25 399.257 30 0 32 0 32 0 32 <br />20 min -281.668 31 -179.55 31 -416.695 28 0 1 0 1 0 1 <br />21 Totals:max 1437.458 29 1831.361 6 1437.458 26 <br />22 min -1437.458 31 837.81 32 -1437.458 32 <br />Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks <br />Member Shape Code Check Loc[in]LC Shear Check Loc[in]DirLC phi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft]Cb Eqn <br />1 M14 W4X3X0.25 0.44 60.45326 0.068 11.626 y 26 1978.015 14962.5 619.336 1134.101 1.199 H1-1b <br />2 M5 W4X3X0.25 0.44 60.45326 0.068 11.626 y 26 1978.015 14962.5 619.336 1134.101 1.199 H1-1b <br />3 M2 W4X3X0.25 0.248 60.45326 0.039 11.626 y 26 1978.015 14962.5 619.336 1126.553 1.191 H1-1b <br />4 M17 W4X3X0.25 0.248 60.45326 0.039 11.626 y 26 1978.015 14962.5 619.336 1126.553 1.191 H1-1b <br />Envelope AWC NDS-18 / SDPWS-21 LRFD Member Wood Code Checks <br />Member Shape Code Check Loc[in]LC Shear Check Loc[in]Dir LC Fc' [ksi]Ft' [ksi]Fb1' [ksi]Fb2' [ksi]Fv' [ksi]RB CL CP Eqn <br />1 M13 2X4 0.384 0 14 0.139 9.375 y 14 1.069 2.187 3.137 3.562 0.389 11.8320.9690.2873.9-3 <br />2 M4 2X4 0.384 0 14 0.139 9.375 y 14 1.069 2.187 3.137 3.562 0.389 11.8320.9690.2873.9-3 <br />3 M16 2X4 0.196 0 14 0.126 9.375 z 26 1.069 2.187 3.137 3.562 0.389 11.8320.9690.2873.9-3 <br />4 M1 2X4 0.196 0 14 0.126 9.375 z 26 1.069 2.187 3.137 3.562 0.389 11.8320.9690.2873.9-3 <br />3925 3%4 S Bristol St <br />Unit# WCC015/8/2025