Scheme number:

General

Cell step:

Specification for the new rods

Elastic modulus E:

Moment of inertia I:

Cross-sectional area F:

Length of the rod:

Distributed loads:

Qx =

Qy =

Characteristics:

E =

I =         F =

Loads:

Fx =

Fy =

M =

Connection:

Support: no supportfixed supportfixed jointmovable joint angle: 090180270

Rods connection:

Select the necessary drawing format:

no format (1:1)Put on A4Put on A3Put on A2Put on A1 BookLandscape

* using A1, A2, A3, A4 to the drawing, the algorithm applies a standard scale so that it will fit on a sheet.

** only schemes with a solution can be exported.

*** it is recommended A9AD (download) to open the exported results.

Coordinates of the beginning of the rod: X:     Y: Coordinates of the end of the rod: X:     Y: Distributed load: Qx = Qy =

* Direction of the axes (only for the construction of the rod) For loads (lumped, distributed), the calculated reaction Y-axis is directed upwards!

Enter your access code, then press OK.

Access code:

* code is valid for 24 hours after the first use (the number of schemes is not limited)

How to get the code?

You can buy it in our store now.