Force & Stress Table
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Check the internal forces and stresses of beam elements from the analysis results in a spreadsheet format table. Table Tool in midas Civil offers a variety of powerful built-in functions. Refer to Usage of Table Tool for detail directions: |
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From the Main Menu select Results > Result Tables > Beam > Force & Stress. From the Main Menu select Results > Result Tables > Beam > Force. From the Main Menu select Results > Result Tables > Beam > Stress. |
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Refer to "Beam Forces/Moments", "Beam Stresses" Upon executing the Beam > Force & Stress Table function, Records Activation Dialog prompts. Click Note Refer to Usage of Table Tool and check the following data: Elem: Element number Load: Unit load case/combination Stage: Construction stage Step: Sub-stage Beam Force Part: Output position along the length of each element Axial: Axial force Shear - y: Shear force in the element's local y-direction Shear - z: Shear force in the element's local z-direction Torsion: Torsional moment about the element's local x-axis Moment - y: Bending moment about the element's local y-axis Moment - z: Bending moment about the element's local z-axis Bi-Moment: Bi-moment T-Moment: Twisting moment W-Moment: Warping Moment
Beam Stress Part: Output position along the length of each element Axial: Axial stress Shear - y: Shear stress in the element's local y-direction Shear - z: Shear stress in the element's local z-direction Bend (+y): Resulting stress on the ECS (+) y-axis side due to the bending moment (Mz) Bend (-y): Resulting stress on the ECS () y-axis side due to the bending moment (Mz) Bend (+z): Resulting stress on the ECS (+) z-axis side due to the bending moment (My) Bend (-z): Resulting stress on the ECS () z-axis side due to the bending moment (My) Cb(min/max): Max. combined stress among the absolute values of Cb1, Cb2, Cb3 and Cb4 Cb1(-y+z): Axial + Bend(-y) + Bend(+z) Cb2(+y+z): Axial + Bend(+y) + Bend(+z) Cb3(+y-z): Axial + Bend(+y) + Bend(-z) Cb4(-y-z): Axial + Bend(-y) + Bend(-z) Note
Beam Stress(7th DOF) Part: Output position along the length of each element Section Position: Warping stress position among Pos-1, 2, 3, 4 and max Sax(Warping) : Warping Normal Stress Ssy(Mt) : Shear Stress due to Twisting Moment (τxy) Ssy(Mw) : Shear Stress due to Warping Moment (τxy) Ssz(Mt) : Shear Stress due to Twisting Moment (τxz) Ssz(Mw) : Shear Stress due to Warping Moment (τxz) Cb(Ssy) : Shear Stress due to “Transverse + Twisting Moment + Warping Moment”(τxy) Cb(Ssz) : Shear Stress due to “Transverse + Twisting Moment + Warping Moment” (τxz)
When maximum and minimum values occur for a force component in moving load analysis and support settlement analysis, other components of the member forces corresponding to the maximum or minimum values can be generated. After generating a Force or Stress table, right-click the mouse and select view by Max Value Item.
Items to Display: Select a member force component, which should become the basis of Min or Max value.
Load Cases to Display: Select load cases for moving load and support settlement load, or load combinations containing such load cases for generating a concurrent force table.
Component: member force component, which becomes the basis of producing concurrent forces
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