Truss

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.

From the Main Menu select Results > Result Tables > Construction Stage > Lack of Fit Force > Truss.

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

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.