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Company : EPS Jan 15, 2020 9:42 AMDesigner : MBG Job Number : 20-SWH001 Checked By:_____ Model Name : SWH Rail Analysis Envelope Member Section Forces (Continued) 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 88 min 0 1 -208.587 4 0 1 0 1 0 1 -45.629 4 89 5 max 0 1 0 1 0 1 0 1 0 1 0 1 90 min 0 1 0 1 0 1 0 1 0 1 0 1 91 6.5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 92 min 0 1 0 1 0 1 0 1 0 1 0 1 93 2 max 0 1 219.863 4 0 1 0 1 0 1 66.247 12 94 min 0 1 -163.069 12 0 1 0 1 0 1 -89.319 4 95 3 max 0 1 0 1 0 1 0 1 0 1 264.987 12 96 min 0 1 0 1 0 1 0 1 0 1 -357.277 4 97 4 max 0 1 163.069 12 0 1 0 1 0 1 66.247 12 98 min 0 1 -219.863 4 0 1 0 1 0 1 -89.319 4 99 5 max 0 1 0 1 0 1 0 1 0 1 0 1 100 min 0 1 0 1 0 1 0 1 0 1 0 1 101 7 1 max 0 1 0 1 0 1 0 1 0 1 0 1 102 min 0 1 0 1 0 1 0 1 0 1 0 1 103 2 max 0 1 236.775 4 0 1 0 1 0 1 76.83 12 104 min 0 1 -175.612 12 0 1 0 1 0 1 -103.589 4 105 3 max 0 1 0 1 0 1 0 1 0 1 307.322 12 106 min 0 1 0 1 0 1 0 1 0 1 -414.356 4 107 4 max 0 1 175.613 12 0 1 0 1 0 1 76.83 12 108 min 0 1 -236.775 4 0 1 0 1 0 1 -103.589 4 109 5 max 0 1 0 1 0 1 0 1 0 1 0 1 110 min 0 1 0 1 0 1 0 1 0 1 0 1 111 7.5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 112 min 0 1 0 1 0 1 0 1 0 1 0 1 113 2 max 0 1 253.688 4 0 1 0 1 0 1 88.198 12 114 min 0 1 -188.156 12 0 1 0 1 0 1 -118.916 4 115 3 max 0 1 0 1 0 1 0 1 0 1 352.793 12 116 min 0 1 0 1 0 1 0 1 0 1 -475.664 4 117 4 max 0 1 188.156 12 0 1 0 1 0 1 88.198 12 118 min 0 1 -253.687 4 0 1 0 1 0 1 -118.916 4 119 5 max 0 1 0 1 0 1 0 1 0 1 0 1 120 min 0 1 0 1 0 1 0 1 0 1 0 1 121 8 1 max 0 1 0 1 0 1 0 1 0 1 0 1 122 min 0 1 0 1 0 1 0 1 0 1 0 1 123 2 max 0 1 270.6 4 0 1 0 1 0 1 100.35 12 124 min 0 1 -200.7 12 0 1 0 1 0 1 -135.3 4 125 3 max 0 1 0 1 0 1 0 1 0 1 401.4 12 126 min 0 1 0 1 0 1 0 1 0 1 -541.2 4 127 4 max 0 1 200.7 12 0 1 0 1 0 1 100.35 12 128 min 0 1 -270.6 4 0 1 0 1 0 1 -135.3 4 129 5 max 0 1 0 1 0 1 0 1 0 1 0 1 130 min 0 1 0 1 0 1 0 1 0 1 0 1 131 8.5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 132 min 0 1 0 1 0 1 0 1 0 1 0 1 133 2 max 0 1 287.512 4 0 1 0 1 0 1 113.286 12 134 min 0 1 -213.244 12 0 1 0 1 0 1 -152.741 4 135 3 max 0 1 0 1 0 1 0 1 0 1 453.143 12 136 min 0 1 0 1 0 1 0 1 0 1 -610.964 4 137 4 max 0 1 213.244 12 0 1 0 1 0 1 113.286 12 138 min 0 1 -287.512 4 0 1 0 1 0 1 -152.741 4 139 5 max 0 1 0 1 0 1 0 1 0 1 0 1 140 min 0 1 0 1 0 1 0 1 0 1 0 1 141 9 1 max 0 1 0 1 0 1 0 1 0 1 0 1 142 min 0 1 0 1 0 1 0 1 0 1 0 1 143 2 max 0 1 304.425 4 0 1 0 1 0 1 127.005 12 144 min 0 1 -225.787 12 0 1 0 1 0 1 -171.239 4 RISA-3D Version 16.0.3 Page 3 [C:\...\...\...\...\...\...\...\...\EPS Calcs\Example Rail Check.r3d] Page 80 2004 W Picasso - 2018062008/29/23