Function
- In the construction stage analysis reflecting Lack of Fit Force, generate Lack of Fit Force and the corresponding values in a table format.
- Table Tool in midas Civil offers a variety of powerful built-in functions. Refer to Usage of Table Tool for detail directions.
Call
From main menu, select [Results] tab > [Type : Analysis result] > [Table] group > [Results Tables] > [Lack-of-Fit-Force] > [Truss]
Input
Elem : Element number
Node I : Node number of the I-end of the element
Node J : Node number of the J -end of the element
Pretension : Pretension Load entered by the user
LOF Force : Calculated Lack of Fit Force
SUM : Sum of Pretension and Lack of Fit Force
Local Vector : Direction vector of truss element
Angle : Angle between the truss element and the horizontal plane. The angle used to project the cable endpoints in the x-axis direction of the cable element.
Elasticity : Modulus of elasticity of truss element
Area : Cross sectional area of truss element
I-Node Disp : Displacement at the I-end of truss element (Real Displacement)
J-Node Disp : Displacement at the J-end of truss element (Real Displacement)
Deform : Elongation of truss element. Pretension corresponding to this elongation becomes Lack of Fit Force.