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111RISA <br /> Company : Peterson Structural Engineers 2/2112025 <br /> Designer : TJC 11:34:04AM <br /> Job Number : Checked By <br /> Model Name : Title <br /> Nodal Loads(Cat 21:WLZ)(Continued) <br /> Node Label Direction Magnitude 1k.k-ft <br /> 131 R3D N12 Z 0.269 <br /> 14 R3D N13 X -0.004 <br /> 15 R3D N13 Y 0.336 <br /> 16 R3D N13 Z 0.269 <br /> 17 R31) N14 X 0.104 <br /> 18 R3D N14 Y -0.243 <br /> 19 R3D N14 Z 0.162 <br /> 20 R3D N15 X 0.104 <br /> 211 R3D N15 Y 0.243 <br /> 22 R3D N15 Z 0.162 <br /> 23 R3D N16 Z 0.007 <br /> 24 R3D N17 Z 0.007 <br /> 25 R3D N18 X -0.033 <br /> 26 R3D N18 Y -0.158 <br /> 27 R3D N18 Z 0.001 <br /> 28 R3D N19 X _ -0.033 <br /> 29 R3D N19 Y 0.158 <br /> 30 R3D N19 Z 0.001 <br /> 31 R3D N20 X -0.047 <br /> 32 R3D N20 Y 0.277 <br /> 33 R3D N20 Z 0.055 <br /> 34 R3D N21 X -0.047 <br /> 35 R3D N21 Y -0.277 <br /> 36 R3D N21 Z 0.055 <br /> 37 R3D N22 X -0.035 <br /> 38 R3D N22 Y 0.22 <br /> 39 R3D N22 Z 0.081 <br /> 40 R3D N23 X -0.035 <br /> 41 R3D N23 Y -0.22 <br /> 42 R3D N23 Z 0.081 <br /> 43 R31D N24 x -0.02 <br /> 44 R31D N24 Y 0.144 <br /> 451 R313 N24 Z 0.097 <br /> 46 R313 N25 X -0.02 <br /> 47 R31D N25 Y -0.144 <br /> 48 R3D N25 Z 0.097 <br /> 49 R3D N26 X 0.02 <br /> 50 R3D N26 Y 0.144 <br /> 51 R3D N26 Z 0.097 <br /> 52 R31D N27 X 0.02 <br /> 531 R3D N27 Y -0.144 <br /> 54 R31D N27 Z 0.097 <br /> 55 R3D N28 X 0.035 <br /> 56 R30 N28 Y 0.22 <br /> 57 R30 N28 Z 0.081 <br /> 58 R30 N29 X 0.035 <br /> 59 R31D N29 Y -0.22 <br /> 60 R3D N29 Z 0.081 <br /> 61 R3D N30 X 0.047 <br /> 62 R3D N30 Y 0.277 <br /> 63 R3D N30 Z 0.055 <br /> 64 R3D N31 X 0.047 <br /> 65 R3D N31 Y -0.277 <br /> 66 R3D N31 Z 0.055 <br /> 67 R30 N32 X 0.033 <br /> RISAFoundation Version 16 (Equipment RISA Layout 2405-0077.r3d) Page 9 <br /> PSE <br /> project 2405-0007 date 2/25/2025 <br /> Peterson Structural Engineers,Inc. <br /> www.psengineers.com designer TJC sheet 36 of 46 <br /> PETERSON STRUCTURAL ENGINEERS <br />