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111RISA <br /> Company :Peterson Structural Engineers 05 <br /> 11:34: <br /> Designer :TJC 11:34:04 AM <br /> Job Number Checked By: <br /> . I Model Name:Title <br /> Design Rules-Mat Slab <br /> Latelu;.a:..v Vwr Ysroxx..BrenV�er.;n r, ar.-- +w.�-Br'i is ay ar ua. r rvs-ar r. u>.:rrara9 u+t.�'&v cn..+• 5Mr <br /> 1 1 1 N/ #5 NIA NIA 12� 18� 1 2 3 3 eo.soa <br /> Slab <br /> Label Thickness in Material Local Axis An le[deg]Mal sis Offset in Passive Pressure ks bu Soil Overrden ks Icr Factor <br /> 1 StF 24 IConc40D0NWl 0 1 0 0.25 <br /> Slab Realons <br /> Label Slab Thickness n Analysis Offset m <br /> III S1A S1 8 0 <br /> Design Strips <br /> Label Rebar Angle from Plan Horizontal de No.of Design Cuts Design Rule <br /> 11 DS1 1 0 50 Typical <br /> 2 DS2 90 50 Typical <br /> D83 90 50 T i I <br /> 4 4 T ica <br /> DS5 1 0 50 Tv Ical <br /> 6 DS6 1 0 50 Tvoical <br /> Load Category <br /> Category Node Loads Area Loads <br /> 1 LL 1 <br /> 2 SL 1 <br /> 3 ELX 100 <br /> 4 ELZ 106 <br /> 5 W LX 84 <br /> 6 WLZ 96 <br /> 7 01.1 42 3 <br /> 8 OL2 42 3 <br /> Nodal Loads(Cat 72:00) <br /> Node Label Direction Magnitude Ik.k-fl <br /> 1 R31) INS Y 1.225 <br /> 2 R313 N9 Y 1.225 <br /> 3 R3D N10 Y 1.225 <br /> 4 R3D N11 Y 1.225 <br /> 5 R313 N 2 Y 1.225 <br /> 6 R31) N13 Y 1.225 <br /> 7 R31) N14 Y 1.225 <br /> 8 R1) N1 Y 1.225 <br /> 91 1131) N16 Y 0.259 <br /> 10 R31) N17 Y 0.259 <br /> 11 R3D N18 Y 0.301 <br /> 12 R3Q N19 Y 0.301 <br /> 13 Y 0,559 <br /> 14 R30 N21 Y 0.559 <br /> 15 R3D N22 Y 0.379 <br /> 16 R31) N23 Y 0.379 <br /> RISAFoundation Version 16 I Equipment RISA Layout 2405-0077.r3d i Page 1 <br /> PSE project 2405-0007 date 2/25/2025 <br /> Peterson Structural Engineers,Inc. <br /> www.psengineers.com designer TJC sheet 28 of 46 <br /> PETERSON STRUCTURAL ENGUIFERS <br />