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111RISA <br /> Company : Peterson Structural Engineers 212112025 <br /> Designer :TJC 1:34::34:04 AM <br /> Job Number : Checked By <br /> Model Name:Title <br /> Nodal Loads(Cat 72:OL1)(Continued) <br /> Node Label Direction Magnitude k k-ft <br /> 171 R30 N24 Y 0.262 <br /> 18 R3D N25 Y 0.262 <br /> 19 R3D N26 Y 0.262 <br /> 20 R3D N27 Y 0.262 <br /> 21 R31) N28 Y 0.379 <br /> 22 R31) N29 Y 0.379 <br /> 3 R3D N30 Y 0.55 <br /> 24 R3D N31 Y 0.559 <br /> 251 R3D N32 Y 0.301 <br /> 26 R31) N33 Y 0.301 <br /> 27 R D N2 0 Y 5.147 <br /> 28 31) N281 Y 5.147 <br /> 29 R31) N2 2 Y 5.147 <br /> 30 R31) N283 Y 5.147 <br /> 21 D <br /> 32 R31) N285 Y 1.647 <br /> 33 R31) N286 Y 3.906 <br /> 34 R3D N287 Y 3.906 <br /> 35 R31) N288 Y 3.04 <br /> 36 R31) N289 Y 3.04 <br /> 37 R30 N290 Y 1.304 <br /> 38 R3D N291 Y 1.304 <br /> 39 R3D N292 Y 0,942 <br /> 40 R3D N293 Y 0.942 <br /> 41 R30 N294 Y 0.942 <br /> 42 R3D N295 Y 0.942 <br /> Nodal Loads(Caf 73.OL2) <br /> Node Label Direction Magnitude Ilk,k-ft <br /> 1 R3D N8 Y 7.688 <br /> 2 R3D NO Y 7.688 <br /> 3D N10 Y 7.68 <br /> 4 R30 N11 Y 7.687 <br /> 5 R30 N12 Y 7.687 <br /> D N13 Y 7.687 <br /> 7 R D N14 Y 7.687 <br /> 81 R31) N15 Y 7.687 <br /> 9 R31) Nib Y 0.966 <br /> 10 R3D N17 Y 0.966 <br /> D NIB Y 1.121 <br /> 12 R3D N 19 Y 1.121 <br /> 13 R30 N20 Y 2.083 <br /> 14 R3D N21 Y 2.083 <br /> 15 R313 N22 Y 1.411 <br /> 161 R31) N23 Y 1.411 <br /> 17 R313 N24 Y 0.977 <br /> 18 R31) N25 Y 0.977 <br /> 19 R31) N26 Y 0.977 <br /> 20 R31) N27 Y 0.977 <br /> 21 R3D N28 Y 1.411 <br /> 22 R3D N29 Y 1.411 <br /> 23 R3D N30 Y 2.083 <br /> 24 RED <br /> N31 Y 2.083 <br /> 25 R3D N32 Y 1.121 <br /> 1261 R3D N33 Y 1.121 <br /> RISAFoundalion Version 16 i Equipment RISA Layout 2405-0077.r3d) Page 2 <br /> PSE project 2405-0007 date 2/25/2025 <br /> Peterson Structural Engineers,Inc. <br /> www.psengineers.com designer TJC sheet 29 of 46 <br /> PETERSON STRUCTURAL ENGINEERS <br />