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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 />Basic Load Cases <br />BLC Description Category X GravityY GravityZ Gravity Joint Point Distributed Area(M...Surface... <br />1 Dead DL 15 <br />2 Wind Up WL 15 <br />3 Wind Down WL 15 <br />4 Snow SL 15 <br />Load Combinations <br />Description So...PDe...SR...BLCFac... BLC Fac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac... <br />1 ASCE ASD 1 Yes Y DL 1 <br />2 ASCE ASD 2 Yes Y DL 1 LL 1 LLS 1 <br />3 ASCE ASD 3...Yes Y DL 1 <br />4 ASCE ASD 3...Yes Y DL 1 SL 1 SLN 1 <br />5 ASCE ASD 4...Yes Y DL 1 LL .75 LLS .75 SL .75 SLN .75 <br />6 ASCE ASD 5...Yes Y DL 1 2 .6 <br />7 ASCE ASD 5...Yes Y DL 1 3 .6 <br />8 ASCE ASD 6...Yes Y DL 1 2 .45 LL .75 LLS .75 <br />9 ASCE ASD 6...Yes Y DL 1 3 .45 LL .75 LLS .75 <br />10 ASCE ASD 6...Yes Y DL 1 2 .45 LL .75 LLS .75 SL .75 SLN .75 <br />11 ASCE ASD 6...Yes Y DL 1 3 .45 LL .75 LLS .75 SL .75 SLN .75 <br />12 ASCE ASD 7 Yes Y DL .6 2 .6 <br />13 ASCE ASD 7 Yes Y DL .6 3 .6 <br />Envelope Member Section Forces <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 />1 2 1 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />2 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />3 2 max 0 1 67.65 4 0 1 0 1 0 1 6.272 12 <br />4 min 0 1 -50.175 12 0 1 0 1 0 1 -8.456 4 <br />5 3 max 0 1 0 1 0 1 0 1 0 1 25.087 12 <br />6 min 0 1 0 1 0 1 0 1 0 1 -33.825 4 <br />7 4 max 0 1 50.175 12 0 1 0 1 0 1 6.272 12 <br />8 min 0 1 -67.65 4 0 1 0 1 0 1 -8.456 4 <br />9 5 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />10 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />11 2.5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />12 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />13 2 max 0 1 84.563 4 0 1 0 1 0 1 9.8 12 <br />14 min 0 1 -62.719 12 0 1 0 1 0 1 -13.213 4 <br />15 3 max 0 1 0 1 0 1 0 1 0 1 39.199 12 <br />16 min 0 1 0 1 0 1 0 1 0 1 -52.852 4 <br />17 4 max 0 1 62.719 12 0 1 0 1 0 1 9.8 12 <br />18 min 0 1 -84.563 4 0 1 0 1 0 1 -13.213 4 <br />19 5 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />20 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />21 3 1 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />22 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />23 2 max 0 1 101.475 4 0 1 0 1 0 1 14.112 12 <br />24 min 0 1 -75.262 12 0 1 0 1 0 1 -19.027 4 <br />25 3 max 0 1 0 1 0 1 0 1 0 1 56.447 12 <br />26 min 0 1 0 1 0 1 0 1 0 1 -76.106 4 <br />27 4 max 0 1 75.263 12 0 1 0 1 0 1 14.112 12 <br />28 min 0 1 -101.475 4 0 1 0 1 0 1 -19.027 4 <br />29 5 max 0 1 0 1 0 1 0 1 0 1 0 1 <br />30 min 0 1 0 1 0 1 0 1 0 1 0 1 <br />RISA-3D Version 16.0.3 Page 1 [C:\...\...\...\...\...\...\...\...\EPS Calcs\Example Rail Check.r3d] <br />Page 78 <br />2004 W Picasso - <br />2018062008/29/23