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Company <br /> 2/2112025 <br /> 111RISAJob Nn r . T3C Peterson Structural Engineers Checked By <br /> 1 Model Name:Me <br /> Nodal Loads(Cat 18:ELZ)(Continued) <br /> Node Label Direction Magnitude k,k-ft <br /> 991 1131) N292 Y 0.182 <br /> 100 R30 N292 Z 0.202 <br /> 101 R313 N293 Y 0.182 <br /> 102 R30 N293 Z 0.202 <br /> 103 R313 N294 Y -0.182 <br /> 104 R3D N294 Z 0.202 <br /> 105 31) N295 Y -0.182 <br /> 106 R3D N295 Z 0.202 <br /> Nodal Loads(Cat 19:WLX) <br /> Node Label Direction Magnitude k,k-ft <br /> 1 R3D N8 X 0.261 <br /> 2 R313 N8 Y -0.337 <br /> 3 R31) N8 Z 0.004 <br /> 4 R313 N9 X 0.261 <br /> 5 R31) N9 Y 0.337 <br /> 6 R313 N9 Z 0.004 <br /> 7 R31) N10 X 0.158 <br /> 8 R30 N10 Y .243 <br /> 9 R313 N10 Z -0.104 <br /> 10 R31) N11 X 0.158 <br /> 11 R313 N11 Y 0.243 <br /> 12 R13N11 Z -01 <br /> 14 R31) N12 Y 0.008 <br /> 15 R31) N12 Z -0.003 <br /> 16 R30 N13 X 0.062 <br /> 171 R30 N13 Y -0007 <br /> 18 R31) N13 Z -0.003 <br /> 19 R3D N14 X 0.169 <br /> 20 R31) N14 Y 0.232 <br /> 21 R313 N14 Z 0.103 <br /> 22 R31) N15 X 0.169 <br /> 23 R31) N15 Y -0.233 <br /> 24 R3D N15 Z 0.103 <br /> 251 R31) N16 X 0.09 <br /> 26 R31) N16 Y 0.015 <br /> 27 R3D N17 X 0.09 <br /> 28 R3D N17 Y -0.015 <br /> 22 R31) N18 x 0.092 <br /> 0 R31) N18 Y 0,249 <br /> 31 R31) N18 Z -0.036 <br /> 32 R31) N19 X 0.092 <br /> 331 R313 N19 Y -0.249 <br /> 34 R3D N19 Z -0.036 <br /> 35 R31) N20 X 0.06 <br /> 36 R31) N20 Y 0.301 <br /> 37 R31) N20 Z -0.054 <br /> 38 R31) N21 X 0.06 <br /> 39 R3D N21 Y -0.301 <br /> 40 R31) N21 Z -0.054 <br /> 1411 R31) N22 X 0,028 <br /> 42 R3D N22 Z -0.036 <br /> R3D N23 X 0.028 <br /> 1441 R3D N23 Z -0 036 <br /> RISAFoundation Version 16 I Equipment RISA Layout 2405-0077.r3d] Page 7 <br /> project 2405-0007 date 2/25/2025 <br /> PSE Peterson Structural Engineers,Inc.www.psengineers.com designer TJC sheet 34 of 46 <br /> S E <br />