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Company : EPS Jan 15, 2020 <br />9:42 AMDesigner : MBG <br />Job Number : 20-SWH001 Checked By:_____ <br />Model Name : SWH Rail Analysis <br />Envelope Member Section Forces (Continued) <br />Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[lb-ft] LC y-y Momen... LC z-z Momen... LC <br />31 3.5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />32 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />33 2 max 0 1 118.388 4 0 1 0 1 0 1 19.208 12 <br />34 min 0 1 -87.806 12 0 1 0 1 0 1 -25.897 4 <br />35 3 max 0 1 0 1 0 1 0 1 0 1 76.83 12 <br />36 min 0 1 0 1 0 1 0 1 0 1 -103.589 4 <br />37 4 max 0 1 87.806 12 0 1 0 1 0 1 19.208 12 <br />38 min 0 1 -118.388 4 0 1 0 1 0 1 -25.897 4 <br />39 5 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />40 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />41 4 1 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />42 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />43 2 max 0 1 135.3 4 0 1 0 1 0 1 25.088 12 <br />44 min 0 1 -100.35 12 0 1 0 1 0 1 -33.825 4 <br />45 3 max 0 1 0 1 0 1 0 1 0 1 100.35 12 <br />46 min 0 1 0 1 0 1 0 1 0 1 -135.3 4 <br />47 4 max 0 1 100.35 12 0 1 0 1 0 1 25.088 12 <br />48 min 0 1 -135.3 4 0 1 0 1 0 1 -33.825 4 <br />49 5 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />50 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />51 4.5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />52 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />53 2 max 0 1 152.213 4 0 1 0 1 0 1 31.751 12 <br />54 min 0 1 -112.894 12 0 1 0 1 0 1 -42.81 4 <br />55 3 max 0 1 0 1 0 1 0 1 0 1 127.005 12 <br />56 min 0 1 0 1 0 1 0 1 0 1 -171.239 4 <br />57 4 max 0 1 112.894 12 0 1 0 1 0 1 31.751 12 <br />58 min 0 1 -152.212 4 0 1 0 1 0 1 -42.81 4 <br />59 5 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />60 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />61 5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />62 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />63 2 max 0 1 169.125 4 0 1 0 1 0 1 39.199 12 <br />64 min 0 1 -125.438 12 0 1 0 1 0 1 -52.852 4 <br />65 3 max 0 1 0 1 0 1 0 1 0 1 156.797 12 <br />66 min 0 1 0 1 0 1 0 1 0 1 -211.406 4 <br />67 4 max 0 1 125.437 12 0 1 0 1 0 1 39.199 12 <br />68 min 0 1 -169.125 4 0 1 0 1 0 1 -52.852 4 <br />69 5 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />70 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />71 5.5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />72 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />73 2 max 0 1 186.038 4 0 1 0 1 0 1 47.431 12 <br />74 min 0 1 -137.981 12 0 1 0 1 0 1 -63.95 4 <br />75 3 max 0 1 0 1 0 1 0 1 0 1 189.724 12 <br />76 min 0 1 0 1 0 1 0 1 0 1 -255.802 4 <br />77 4 max 0 1 137.981 12 0 1 0 1 0 1 47.431 12 <br />78 min 0 1 -186.037 4 0 1 0 1 0 1 -63.95 4 <br />79 5 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />80 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />81 6 1 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />82 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />83 2 max 0 1 208.588 4 0 1 0 1 0 1 33.842 12 <br />84 min 0 1 -154.706 12 0 1 0 1 0 1 -45.629 4 <br />85 3 max 0 1 0 1 0 1 0 1 0 1 212.721 12 <br />86 min 0 1 0 1 0 1 0 1 0 1 -286.808 4 <br />87 4 max 0 1 154.706 12 0 1 0 1 0 1 33.842 12 <br />RISA-3D Version 16.0.3 Page 2 [C:\...\...\...\...\...\...\...\...\EPS Calcs\Example Rail Check.r3d] <br />Page 79 <br />2004 W Picasso - <br />2018062008/29/23