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Company Peterson Structural Engineers 2/2112025 <br /> 111RISAJobDesigner : TJC Chec edgy Number Checked By: <br /> Model Name : Title <br /> Nodal Loads(Cat 18:ELZ)(Continued) <br /> Node Label _ _ Direction Magnitude 1k,k-ft <br /> 44 1 R3D N23 Z 0.854 <br /> 45 R3D N24 X -0.211 <br /> 46 R3D N24 Y 1.518 <br /> 47 R3D N24 Z 1.022 <br /> 48 R3D N25 X -0.211 <br /> 49 R3D N25 Y -1.518 <br /> 50 R3D N25 Z 1.022 <br /> 51 R3D N26 X 0.211 <br /> 521 R3D N26 Y 1.518 <br /> 53 R3D N26 Z 1.022 <br /> 54 R3D N27 X 0.211 <br /> 55 R3D N27 Y -1.518 <br /> 56 R3D N27 Z 1.022 <br /> 57 R3D N28 X 0.374 <br /> 58 R3D N28 Y 2.313 <br /> 59 R3D N28 Z 0.854 <br /> 60 R3D N29 X 0.374 <br /> 61 R3D N29 Y -2.313 <br /> 62 R3D N29 Z 0.854 <br /> 63 R3D N30 X 0.5 <br /> 64 R3D N30 Y 2.922 <br /> 65 R3D N30 Z 0.577 <br /> 66 R3D N31 X 0.5 <br /> 67 R3D N31 Y -2.922 <br /> 681 R3D N31 Z 0.577 <br /> 69 R3D N32 X 0.344 <br /> 70 R3D N32 Y -1.664 <br /> 71 R3D N32 Z 0.011 <br /> 72 R3D N33 X 0.344 <br /> 73 R3D N33 Y 1.664 <br /> 74 R3D N33 Z 0.011 <br /> 75 R3D N280 Y -0.8 <br /> 76 R3D N280 Z 1.12 <br /> 77 R3D N281 Y -0.8 <br /> 78 R30 N281 Z 1.12 <br /> 79 R30, N282 Y 0.8 <br /> 80 113D N282 Z 1.12 <br /> 81 R3D N283 Y 0.8 <br /> 82 R3D N283 Z 1.12 <br /> 83 133D N284 Y -0.782 <br /> 84 R3D N284 Z 0.352 <br /> 85 R3D N285 Y 0.782 <br /> 86 R3D N285 Z 0.352 <br /> 87 R31) N286 Y -1.855 <br /> 88 IR3D N286 Z 0.858 <br /> 89 R3D N287 Y 1.855 <br /> 90 R3D N287 Z 0.858 <br /> 91 R3D N288 Y -1.444 <br /> 92 R3D N288 Z 0.652 <br /> 93 R3D N289 Y 1.444 <br /> 94 R3D N289 Z 0.652 <br /> 95 R30 N290 Y -0.619 <br /> NR3D N290 Z 0.283 <br /> R3D N291 Y 0.619 <br /> 981 R3D N291 Z 0.283 <br /> RISAFoundalion Version 16 (Equipment RISA Layout 2405-0077.r3d Page 6 <br /> project 2405-0007 date 2/25/2025 <br /> 11 t)SE <br /> Peterson Structural Engineers,Inc. <br /> www.psengineers.com designer TJC sheet 33 of 46 <br /> PETERSON STRUCTURAL ENGINEERS <br />