Beam End Release Table
Enter or modify beam end release data in a spreadsheet format Table.
Table Tool in midas Civil offers a variety of powerful built-in functions. Refer to the following items for detail directions:
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From the Main Menu select Boundary > Tables > Boundary Tables > Beam End Release Table.
Shortcut key : [Ctrl]+[Shift]+D
Refer to "Beam End Release")
Refer to Usage of Table Tool and enter or modify the following data:
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Element: Beam element number
Flag-I: Release condition for the i-end (N1) of the beam element
Fx: Assign 1' to release or provide Partial Fixity to the element's local x-direction stiffness
Fy: Assign 1' to release or provide Partial Fixity to the element's local y-direction stiffness
Fz: Assign 1' to release or provide Partial Fixity to the element's local z-direction stiffness
Mx: Assign 1' to release or provide Partial Fixity to the torsional stiffness about the element's local x-axis
My: Assign 1' to release or provide Partial Fixity to the bending stiffness about the element's local y-axis
Mz: Assign 1' to release or provide Partial Fixity to the bending stiffness about the element's local z-axis
Mb: Assign 1' to release or provide Partial Fixity to the warping stiffness about the element's local x-axis
Fxi: Enter a Partial Fixity ratio if necessary for the axial stiffness at i-end
Fyi: Enter a Partial Fixity ratio if necessary for the shear stiffness in the element's local y-direction at i-end
Fzi: Enter a Partial Fixity ratio if necessary for the shear stiffness in the element's local z-direction at i-end
Mxi: Enter a Partial Fixity ratio if necessary for the torsional stiffness about the element's local x-axis at i-end
Myi: Enter a Partial Fixity ratio if necessary for the bending stiffness about the element's local y-axis at i-end
Mzi: Enter a Partial Fixity ratio if necessary for the bending stiffness about the element's local z-axis at i-end
Mbi: Enter a Partial Fixity ratio if necessary for the bending stiffness about the element's local x-axis at i-end
Flag-J: Release condition of the j-end (N2) of beam element
Fx: Assign 1' to release or provide Partial Fixity to the element's local x-direction stiffness
Fy: Assign 1' to release or provide Partial Fixity to the element's local y-direction stiffness
Fz: Assign 1' to release or provide Partial Fixity to the element's local z-direction stiffness
Mx: Assign 1' to release or provide Partial Fixity to the torsional stiffness about the element's local x-axis
My: Assign 1' to release or provide Partial Fixity to the bending stiffness about the element's local y-axis
Mz: Assign 1' to release or provide Partial Fixity to the bending stiffness about the element's local z-axis
Mb: Assign 1' to release or provide Partial Fixity to the warping stiffness about the element's local x-axis
Fxi: Enter a Partial Fixity ratio if necessary for the axial stiffness at j-end
Fyi: Enter a Partial Fixity ratio if necessary for the shear stiffness in the element's local y-direction at j-end
Fzi: Enter a Partial Fixity ratio if necessary for the shear stiffness in the element's local z-direction at j-end
Mxi: Enter a Partial Fixity ratio if necessary for the torsional stiffness about the element's local x-axis at j-end
Myi: Enter a Partial Fixity ratio if necessary for the bending stiffness about the element's local y-axis at j-end
Mzi: Enter a Partial Fixity ratio if necessary for the bending stiffness about the element's local z-axis at j-end
Mbj: Enter a Partial Fixity ratio if necessary for the warping stiffness about the element's local x-axis at j-end
Group: Boundary Group in which the entered boundary conditions are included