self weight tutorial

***** POST1 ELEMENT TABLE LISTING *****STAT CURRENT CURRENT CURRENT CURRENTELEM SAXLI SAXLJ MMOMZI MMOMZJ58 -0.60964E+07-0.52582E+07 -172.33 -148.6459 -0.52582E+07-0.44593E+07 -148.64 -126.0660 -0.44593E+07-0.36997E+07 -126.06 -104.5861 -0.36997E+07-0.31530E+07 -104.58 -89.12762 -0.31530E+07-0.26455E+07 -89.127 -74.78163 -0.26455E+07-0.21773E+07 -74.781 -61.54664 -0.21773E+07-0.17483E+07 -61.546 -49.42265 -0.17483E+07-0.13587E+07 -49.422 -38.40866 -0.13587E+07-0.10084E+07 -38.408 -28.50567 -0.10084E+07-0.69737E+06 -28.505 -19.71368 -0.69737E+06-0.42562E+06 -19.713 -12.03169 -0.42562E+06-0.19316E+06 -12.031 -5.460370 -0.19316E+06 0.45671E-06 -5.4603 0.12910E-10MINIMUM VALUESELEM 1 1 31 30VALUE -0.44188E+08-0.44180E+08 -1231.9 -1231.9MAXIMUM VALUESELEM 70 70 70 70VALUE -0.19316E+06 0.45671E-06 -5.4603 0.12910E-103. Maximum stress = 44.2 MPa in compression. This is much lower than 210 GPa, which is arepresentative yield strength for structural steel. However, please realize that this is an idealizedsolution with no ice or wind loading and with no consideration of stress concentrations or fatiguefailure.This tutorial was developed by David Hall and Sai Ravi Kanth Tummala © 2008