﻿<liml version="5">
  <analysis type="S30" />
  <node nid="1" x="5.33" y="0" z="0" />
  <node nid="2" x="5.33" y="1.996" z="0" />
  <node nid="3" x="5.33" y="1.126" z="0" />
  <node nid="4" x="5.33" y="0.826" z="0" />
  <node nid="5" x="5.33" y="0.256" z="0" />
  <node nid="6" x="5.33" y="2.252" z="0" />
  <node nid="7" x="5.33" y="1.426" z="0" />
  <elset name="Default" color="-6710887" />
  <elset name="Travessas" color="-10008837" material="Travessas">
    <elem eid="1" shape="line2" nodes="1 5" orientationvz="1" angle="45 °" />
    <elem eid="2" shape="line2" nodes="5 4" orientationvz="1" angle="0 °" />
    <elem eid="3" shape="line2" nodes="4 3" orientationvz="1" angle="0 °" />
    <elem eid="4" shape="line2" nodes="3 7" orientationvz="1" angle="0 °" />
    <elem eid="5" shape="line2" nodes="7 2" orientationvz="1" angle="0 °" />
    <elem eid="6" shape="line2" nodes="2 6" orientationvz="1" angle="45 °" />
  </elset>
  <fixed selection="fixed_support_nodes" />
  <force selection="force_nodes">
    <x>0 N</x>
    <y>0 N</y>
    <z>-4240 N</z>
  </force>
  <mat name="Travessas">
    <geometric type="I" ia="100 mm" ib="50 mm" ic="5 mm" id="3 mm" pointy="20 mm" pointz="20 mm" />
    <mechanical type="Isotropic" youngsmodulus="200 GPa" poissonratio="0.303" density="7850 kg/m³" />
  </mat>
  <nodeselection name="fixed_support_nodes" direct="true">
    <node nid="6" />
    <node nid="1" />
  </nodeselection>
  <nodeselection name="force_nodes" direct="true">
    <node nid="2" />
    <node nid="7" />
    <node nid="5" />
    <node nid="3" />
    <node nid="4" />
  </nodeselection>
  <solution>
    <analysis type="S30" />
    <node nid="1" x="5.33" y="0" z="0" />
    <node nid="2" x="5.33" y="1.996" z="0" />
    <node nid="3" x="5.33" y="1.126" z="0" />
    <node nid="4" x="5.33" y="0.826" z="0" />
    <node nid="5" x="5.33" y="0.256" z="0" />
    <node nid="6" x="5.33" y="2.252" z="0" />
    <node nid="7" x="5.33" y="1.426" z="0" />
    <elset name="Default" color="-6710887" />
    <elset name="Travessas" color="-10008837" material="Travessas">
      <elem eid="1" shape="line2" nodes="1 5" orientationvz="1" angle="45 °" />
      <elem eid="2" shape="line2" nodes="5 4" orientationvz="1" angle="45 °" />
      <elem eid="3" shape="line2" nodes="4 3" orientationvz="1" angle="45 °" />
      <elem eid="4" shape="line2" nodes="3 7" orientationvz="1" angle="45 °" />
      <elem eid="5" shape="line2" nodes="7 2" orientationvz="1" angle="45 °" />
      <elem eid="6" shape="line2" nodes="2 6" orientationvz="1" angle="45 °" />
    </elset>
    <fixed selection="fixed_support_nodes" />
    <force selection="force_nodes">
      <x>0 N</x>
      <y>0 N</y>
      <z>-4240 N</z>
    </force>
    <mat name="Travessas">
      <geometric type="I" ia="100 mm" ib="50 mm" ic="5 mm" id="3 mm" pointy="20 mm" pointz="20 mm" />
      <mechanical type="Isotropic" youngsmodulus="200 GPa" poissonratio="0.303" density="7850 kg/m³" />
    </mat>
    <nodeselection name="fixed_support_nodes" direct="true">
      <node nid="6" />
      <node nid="1" />
    </nodeselection>
    <nodeselection name="force_nodes" direct="true">
      <node nid="2" />
      <node nid="7" />
      <node nid="5" />
      <node nid="3" />
      <node nid="4" />
    </nodeselection>
    <results>
      <displayunits displmag="mm" displx="mm" disply="mm" displz="mm" rotx="°" roty="°" rotz="°" tensileforce="kN" sheary="kN" shearz="kN" torsion="kN.m" bendingmomy="kN.m" bendingmomz="kN.m" stresspt1="MPa" stresspt2="MPa" stresspt3="MPa" stresspt4="MPa" stressptu="MPa" twistangle="°" reactionforcemag="kN" reactionforcex="kN" reactionforcey="kN" reactionforcez="kN" reactionmommag="kN.m" reactionmomx="kN.m" reactionmomy="kN.m" reactionmomz="kN.m" />
      <!--Binary data is base64 encoded, 32-bit integer or 64-bit double, big-endian-->
      <nodevariable name="displmag">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>AAAAAAAAAAA/SVBRuBf51j90c7NJ/RtuP3F1YvLRXuQ/SVBRuBf5zQAAAAAAAAAA
P3F1YvLRXuk=
</values>
      </nodevariable>
      <nodevariable name="displx">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>AAAAAAAAAAA/QGxNpKBDOj9qiaNjszaLP2anTLVhaBg/QGxNpKBDMgAAAAAAAAAA
P2anTLVhaBw=
</values>
      </nodevariable>
      <nodevariable name="disply">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
AAAAAAAAAAA=
</values>
      </nodevariable>
      <nodevariable name="displz">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>AAAAAAAAAAC/Q0NdtFU55b9vIHt/gg8cv2qSMJtU222/Q0NdtFU54AAAAAAAAAAA
v2qSMJtU23Q=
</values>
      </nodevariable>
      <nodevariable name="rotx">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>AAAAAAAAAAA/cFvjnbmWBLwgAAAAAAAAv20GXnND4CO/cFvjnbmV8AAAAAAAAAAA
P20GXnND3/M=
</values>
      </nodevariable>
      <nodevariable name="roty">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>gAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAIAAAAAAAAAA
AAAAAAAAAAA=
</values>
      </nodevariable>
      <nodevariable name="rotz">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>AAAAAAAAAAA/a+TiREUohzxFAAAAAAAAv2i+3L3abUS/a+TiREUoYQAAAAAAAAAA
P2i+3L3abRE=
</values>
      </nodevariable>
      <nodevariable name="tensileforce">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
AAAAAAAAAAA=
</values>
      </nodevariable>
      <nodevariable name="sheary">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>wJdsQ/gZtVhAkr0DLOFdqL3ACAAAAAAAwIK9AyzhXlbAkr0DLOFd4ECXbEP4GbS4
QIK9AyzhXYM=
</values>
      </nodevariable>
      <nodevariable name="shearz">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>QJdsQ/gZtbDAkr0DLOFeCr2aAAAAAAAAQIK9AyzhXldAkr0DLOFeMMCXbEP4GbVQ
wIK9AyzhXqA=
</values>
      </nodevariable>
      <nodevariable name="torsion">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
AAAAAAAAAAA=
</values>
      </nodevariable>
      <nodevariable name="bendingmomy">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>QINTzZPg2o5AbVbcQwUJHsB2/pCSTLaLwHFfdgTV5tZAbVbcQwUIy0CDU82T4NqJ
wHFfdgTV5tY=
</values>
      </nodevariable>
      <nodevariable name="bendingmomz">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>QINTzZPg2jhAbVbcQwUIwMB2/pCSTLXXwHFfdgTV5mZAbVbcQwUIG0CDU82T4NoS
wHFfdgTV5uA=
</values>
      </nodevariable>
      <nodevariable name="stresspt1">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>waR4rXpcQX3BjxNzH7hugkGYWwHghbiOQZJmuAziFnvBjxNzH7huHsGkeK16XEFz
QZJmuAziFow=
</values>
      </nodevariable>
      <nodevariable name="stresspt2">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>QZ2y4oRBKkFBhoqpsgWDAcGRqrOd5T+qwYqyDNOFPbBBhoqpsgWCzUGdsuKEQSpC
wYqyDNOFPYw=
</values>
      </nodevariable>
      <nodevariable name="stresspt3">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>QaR4rXpcQXxBjxNzH7hugMGYWwHghbiMwZJmuAziFnpBjxNzH7huHEGkeK16XEFy
wZJmuAziFoo=
</values>
      </nodevariable>
      <nodevariable name="stresspt4">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>wZ2y4oRBKkPBhoqpsgWDAkGRqrOd5T+sQYqyDNOFPbLBhoqpsgWCzsGdsuKEQSpE
QYqyDNOFPY4=
</values>
      </nodevariable>
      <nodevariable name="stressptu">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>wZoCAIBMAFnBg718146X6EGO8T6w4i/TQYdgt7dD+s7Bg718146XtMGaAgCATABW
QYdgt7dD+sA=
</values>
      </nodevariable>
      <nodevariable name="twistangle">
        <nodes>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAGAAAABw==
</nodes>
        <values>AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
AAAAAAAAAAA=
</values>
      </nodevariable>
      <nodevariable name="reactionforcemag">
        <nodes>AAAAAQAAAAY=
</nodes>
        <values>QKCQAAAAAGBAoJAAAAAAQA==
</values>
      </nodevariable>
      <nodevariable name="reactionforcex">
        <nodes>AAAAAQAAAAY=
</nodes>
        <values>AAAAAAAAAAC9xAAAAAAAAA==
</values>
      </nodevariable>
      <nodevariable name="reactionforcey">
        <nodes>AAAAAQAAAAY=
</nodes>
        <values>AAAAAAAAAAAAAAAAAAAAAA==
</values>
      </nodevariable>
      <nodevariable name="reactionforcez">
        <nodes>AAAAAQAAAAY=
</nodes>
        <values>QKCQAAAAAGBAoJAAAAAAQA==
</values>
      </nodevariable>
      <nodevariable name="reactionmommag">
        <nodes>AAAAAQAAAAY=
</nodes>
        <values>QItVQAp5+RxAi1VACnn49A==
</values>
      </nodevariable>
      <nodevariable name="reactionmomx">
        <nodes>AAAAAQAAAAY=
</nodes>
        <values>QItVQAp5+RzAi1VACnn49A==
</values>
      </nodevariable>
      <nodevariable name="reactionmomy">
        <nodes>AAAAAQAAAAY=
</nodes>
        <values>AAAAAAAAAAAAAAAAAAAAAA==
</values>
      </nodevariable>
      <nodevariable name="reactionmomz">
        <nodes>AAAAAQAAAAY=
</nodes>
        <values>PaEAAAAAAAC9pAAAAAAAAA==
</values>
      </nodevariable>
      <elementnodevariable name="tensileforce">
        <elements>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAG
</elements>
        <values>gAAAAAAAAAAAAAAAAAAAAIAAAAAAAAAAAAAAAAAAAACAAAAAAAAAAAAAAAAAAAAA
gAAAAAAAAAAAAAAAAAAAAIAAAAAAAAAAAAAAAAAAAACAAAAAAAAAAAAAAAAAAAAA
</values>
      </elementnodevariable>
      <elementnodevariable name="sheary">
        <elements>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAG
</elements>
        <values>wJdsQ/gZtVjAl2xD+Bm1WMCMG4TDUgzSwIwbhMNSDNLAcr0DLOFfssByvQMs4V+y
QHK9AyzhW7BAcr0DLOFbsECMG4TDUg0uQIwbhMNSDS5Al2xD+Bm0uECXbEP4GbS4
</values>
      </elementnodevariable>
      <elementnodevariable name="shearz">
        <elements>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAG
</elements>
        <values>QJdsQ/gZtbBAl2xD+Bm1sECMG4TDUg1eQIwbhMNSDV5Acr0DLOFeoEByvQMs4V6g
wHK9AyzhX3DAcr0DLOFfcMCMG4TDUg2IwIwbhMNSDYjAl2xD+Bm1UMCXbEP4GbVQ
</values>
      </elementnodevariable>
      <elementnodevariable name="torsion">
        <elements>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAG
</elements>
        <values>gAAAAAAAAAAAAAAAAAAAAIAAAAAAAAAAAAAAAAAAAACAAAAAAAAAAAAAAAAAAAAA
gAAAAAAAAAAAAAAAAAAAAIAAAAAAAAAAAAAAAAAAAACAAAAAAAAAAAAAAAAAAAAA
</values>
      </elementnodevariable>
      <elementnodevariable name="bendingmomy">
        <elements>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAG
</elements>
        <values>QINTzZPg2o5AbVbcQwUIiEBtVtxDBQkOwHFfdgTV5uDAcV92BNXmzcB2/pCSTLaW
wHb+kJJMtoDAcV92BNXmkMBxX3YE1eccQG1W3EMFCPxAbVbcQwUJQECDU82T4NqJ
</values>
      </elementnodevariable>
      <elementnodevariable name="bendingmomz">
        <elements>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAG
</elements>
        <values>QINTzZPg2jhAbVbcQwUH6EBtVtxDBQhOwHFfdgTV5pLAcV92BNXmO8B2/pCSTLX6
wHb+kJJMtbTAcV92BNXm+MBxX3YE1ebIQG1W3EMFCMhAbVbcQwUIuECDU82T4NoS
</values>
      </elementnodevariable>
      <elementnodevariable name="stresspt1">
        <elements>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAG
</elements>
        <values>waR4rXpcQX3BjxNzH7ht2sGPE3MfuG5jQZJmuAziFopBkma4DOIWbEGYWwHghbic
QZhbAeCFuH9Bkma4DOIWUEGSZrgM4hbIwY8Tcx+4bmTBjxNzH7huoMGkeK16XEFz
</values>
      </elementnodevariable>
      <elementnodevariable name="stresspt2">
        <elements>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAG
</elements>
        <values>QZ2y4oRBKkFBhoqpsgWCl0GGiqmyBYMDwYqyDNOFPbXBirIM04U9qsGRqrOd5T+w
wZGqs53lP6XBirIM04U9BcGKsgzThT4TQYaKqbIFguBBhoqpsgWDIkGdsuKEQSpC
</values>
      </elementnodevariable>
      <elementnodevariable name="stresspt3">
        <elements>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAG
</elements>
        <values>QaR4rXpcQXxBjxNzH7ht10GPE3MfuG5hwZJmuAziFojBkma4DOIWa8GYWwHghbib
wZhbAeCFuHzBkma4DOIWTsGSZrgM4hbHQY8Tcx+4bmNBjxNzH7hunkGkeK16XEFy
</values>
      </elementnodevariable>
      <elementnodevariable name="stresspt4">
        <elements>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAG
</elements>
        <values>wZ2y4oRBKkPBhoqpsgWCmcGGiqmyBYMEQYqyDNOFPbdBirIM04U9rkGRqrOd5T+x
QZGqs53lP6dBirIM04U9CEGKsgzThT4VwYaKqbIFguLBhoqpsgWDIsGdsuKEQSpE
</values>
      </elementnodevariable>
      <elementnodevariable name="stressptu">
        <elements>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAG
</elements>
        <values>wZoCAIBMAFnBg718146XhsGDvXzXjpfjQYdgt7dD+tdBh2C3t0P6xUGO8T6w4i/f
QY7xPrDiL8dBh2C3t0P6VkGHYLe3Q/spwYO9fNeOl8/Bg718146YAMGaAgCATABW
</values>
      </elementnodevariable>
      <elementnodevariable name="twistangle">
        <elements>AAAAAQAAAAIAAAADAAAABAAAAAUAAAAG
</elements>
        <values>AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
</values>
      </elementnodevariable>
    </results>
  </solution>
</liml>