Section.user

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The following article describes the use of the <tt>section.user</tt> command.
 
The following article describes the use of the <tt>section.user</tt> command.
This command is used to introduce a new arbitrary section into the domain.
+
This command is used to introduce a new arbitrary section.
  
 
=Syntax=
 
=Syntax=

Latest revision as of 20:08, 29 January 2007

The following article describes the use of the section.user command. This command is used to introduce a new arbitrary section.

Contents

[edit] Syntax

section.user(id,A,As2,As3,J1,J2,J3,h2,h3)

[edit] Parameters

Parameter description type default
id The section's id integer -
A Area float -
As2 Shear Area y float 0.
As3 Shear Area z float 0.
J1 Moment of Inertia around x float 0.
J2 Moment of Inertia around y float 0.
J3 Moment of Inertia around z float 0.
h2 Height of section in y float 0.
h3 Height of section in y float 0.

[edit] Examples

Create a simple cross-section for a bar element.

section.user( 7, 1.)

Create a cross-section for a beam element.

section.user( 7, 3., 2.5, 2.5, 1e-2, 1e-4, 1e-4, 0.1, 0.2)

[edit] Comments

[edit] See also

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