rvib3.rms(solid.rig1.RFx) "N" "RFx Bolt 1"
rvib3.rms(solid.rig1.RFy) "N" "RFy Bolt 1"
rvib3.rms(solid.rig1.RFz) "N" "RFz Bolt 1"
rvib3.rms(solid.rig2.RFx) "N" "RFx Bolt 2"
rvib3.rms(solid.rig2.RFy) "N" "RFy Bolt 2"
rvib3.rms(solid.rig2.RFz) "N" "RFz Bolt 2"
rvib3.rms(solid.rig3.RFx) "N" "RFx Bolt 3"
rvib3.rms(solid.rig3.RFy) "N" "RFy Bolt 3"
rvib3.rms(solid.rig3.RFz) "N" "RFz Bolt 3"
rvib3.rms(solid.rig4.RFx) "N" "RFx Bolt 4"
rvib3.rms(solid.rig4.RFy) "N" "RFy Bolt 4"
rvib3.rms(solid.rig4.RFz) "N" "RFz Bolt 4"
rvib3.rms(solid.rig5.RFx) "N" "RFx Bolt 5"
rvib3.rms(solid.rig5.RFy) "N" "RFy Bolt 5"
rvib3.rms(solid.rig5.RFz) "N" "RFz Bolt 5"
rvib3.rms(solid.rig6.RFx) "N" "RFx Bolt 6"
rvib3.rms(solid.rig6.RFy) "N" "RFy Bolt 6"
rvib3.rms(solid.rig6.RFz) "N" "RFz Bolt 6"
allowedShear/(peakFactor*sqrt(rvib3.q2(solid.rig1.RFx^2+solid.rig1.RFy^2)))-1 "1" "MoS Bolt 1"
allowedShear/(peakFactor*sqrt(rvib3.q2(solid.rig2.RFx^2+solid.rig2.RFy^2)))-1 "1" "MoS Bolt 2"
allowedShear/(peakFactor*sqrt(rvib3.q2(solid.rig3.RFx^2+solid.rig3.RFy^2)))-1 "1" "MoS Bolt 3"
allowedShear/(peakFactor*sqrt(rvib3.q2(solid.rig4.RFx^2+solid.rig4.RFy^2)))-1 "1" "MoS Bolt 4"
allowedShear/(peakFactor*sqrt(rvib3.q2(solid.rig5.RFx^2+solid.rig5.RFy^2)))-1 "1" "MoS Bolt 5"
allowedShear/(peakFactor*sqrt(rvib3.q2(solid.rig6.RFx^2+solid.rig6.RFy^2)))-1 "1" "MoS Bolt 6"