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1

Click New from the left sidebar.

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2

Click

Empty Projects

Library and FEA Workflows template.

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3

Click “New Project” from FEA Workflow to create a new project.

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Enter the project name and the category.

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Follow the workflow tree to enter data.

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Enter X, Y and Z as 0.

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Click on the icon above the analysis icon from the left sidebar.

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8

Click the FEA icon.

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9

Create additional nodes, namely N2, N3, and N4, with parameters X set to 300, 660, and 960, respectively.

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10

Click on the DOF tab.

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Click on the three-dots icon next to Tx and set Fixed.

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Click on the dot at the bottom right of the Tx cell.

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Drag and drop from cell Tx to cell Rz.

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Click Zoom Extend icon from the right sidebar.

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14

Go to Geometry > Lines

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Click on the three-dots icon on Node 1 and select a node.

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Set the other node in the same way to create a line.

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Repeat the same to create other lines.

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Click on the three-dots icon next to Name and select Break.

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Set the number of segments along local X.

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16

Repeat the same process for the other lines.

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Go to Properties > Materials

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Click on the three-dots icon next to Name and select Import Material.

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Go to Properties > Sections

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Click on the three-dots icon next to Name and select Import Section.

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Go to Geometry > Lines

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Click on the three-dots icon next to

Material

Section at Start and select a

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Go to Geometry > Lines

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section.

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25

Go to Loads> Static Loads> Load Cases

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Enter Weight Factor Z as -1.

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Go to Loads> Static Loads> Nodal Loads

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Click on the three-dots icon next to Node and select a node.

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Click on the three-dots icon next to

Section at Start

Load Case and select a

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Repeat the same process for the other lines.

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25Click on

load case.

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30

Enter Fz as -5.

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31

Click on the selection box under the settings icon in the left sidebar.

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Select the Loading.

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Click Analysis from the left sidebar.

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Click on the selection box under the settings icon in the left sidebar

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Select the Deformed.

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Go to Loads> Results> Node Displacements

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Go to Loads> Results> FELine Forces

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