Element.bar2s
From Nemesis
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element.bar2s(id,dof<sub>1</sub>,dof<sub>2</sub>,mat,sec) | element.bar2s(id,dof<sub>1</sub>,dof<sub>2</sub>,mat,sec) | ||
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Latest revision as of 22:11, 24 January 2007
The following article describes the use of the element.bar2s command. This command defines a simple, two-node bilinear truss member.
Contents |
[edit] Syntax
element.bar2s(id,dof1,dof2,mat,sec)
where
| Parameter | description | type | default |
|---|---|---|---|
| id | The elemental id | integer | - |
| dof1-2 | The elemental nodes | integer | - |
| mat | The element material | integer | - |
| sec | The element section | integer | - |
[edit] Examples
element.bar2s(2,1,2,2,3)
[edit] Comments
Nodes, material and section must be already defined.
[edit] See also
- node module.
- material module.
- section module.
- element module.
- User guide.
