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	<id>https://wiki.struct4u.com/w/index.php?action=history&amp;feed=atom&amp;title=XFEM4U_Plates</id>
	<title>XFEM4U Plates - Revision history</title>
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	<link rel="alternate" type="text/html" href="https://wiki.struct4u.com/w/index.php?title=XFEM4U_Plates&amp;action=history"/>
	<updated>2026-04-19T18:44:59Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
	<generator>MediaWiki 1.43.0</generator>
	<entry>
		<id>https://wiki.struct4u.com/w/index.php?title=XFEM4U_Plates&amp;diff=930&amp;oldid=prev</id>
		<title>Struct4U at 10:09, 5 September 2022</title>
		<link rel="alternate" type="text/html" href="https://wiki.struct4u.com/w/index.php?title=XFEM4U_Plates&amp;diff=930&amp;oldid=prev"/>
		<updated>2022-09-05T10:09:24Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 10:09, 5 September 2022&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l169&quot;&gt;Line 169:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 169:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;===Plate stresses/forces===&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;===Plate stresses/forces===&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;See [[Plate stresses/forces]].&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;See [[Plate stresses/forces]].&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;===Reinforcement===&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;See also the background information about the [[Reinforcement calculation plate Eurocode | calculation method.]]&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Struct4U</name></author>
	</entry>
	<entry>
		<id>https://wiki.struct4u.com/w/index.php?title=XFEM4U_Plates&amp;diff=768&amp;oldid=prev</id>
		<title>Struct4U at 19:36, 23 August 2022</title>
		<link rel="alternate" type="text/html" href="https://wiki.struct4u.com/w/index.php?title=XFEM4U_Plates&amp;diff=768&amp;oldid=prev"/>
		<updated>2022-08-23T19:36:08Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 19:36, 23 August 2022&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l166&quot;&gt;Line 166:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 166:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;   &lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;   &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&amp;#039;&amp;#039;&amp;#039;Local x-axis&amp;#039;&amp;#039;&amp;#039; see Local coordinate system&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&amp;#039;&amp;#039;&amp;#039;Local x-axis&amp;#039;&amp;#039;&amp;#039; see Local coordinate system&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;===Plate stresses/forces===&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;See [[Plate stresses/forces]].&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Struct4U</name></author>
	</entry>
	<entry>
		<id>https://wiki.struct4u.com/w/index.php?title=XFEM4U_Plates&amp;diff=576&amp;oldid=prev</id>
		<title>Struct4U: Created page with &quot; BACK  ===General===  In the graphical screen slabs can be added very easy by drawing them. Select this item in the function bar.  Wikipedia encyclopedia  Plate egdes are drawn as a &#039;polyline&#039; just as you know it from AutoCAD.The begin node from a following beam is the end node of the last drawn plate edge.   It is possible, but not necessary, to draw nodes before you insert the plates.  You can also start with drawi...&quot;</title>
		<link rel="alternate" type="text/html" href="https://wiki.struct4u.com/w/index.php?title=XFEM4U_Plates&amp;diff=576&amp;oldid=prev"/>
		<updated>2022-08-15T20:26:55Z</updated>

		<summary type="html">&lt;p&gt;Created page with &amp;quot;&lt;a href=&quot;/wiki/Documentation_XFEM4U&quot; title=&quot;Documentation XFEM4U&quot;&gt; BACK&lt;/a&gt;  ===General===  In the graphical screen slabs can be added very easy by drawing them. Select this item in the function bar.  &lt;a href=&quot;/wiki/File:Plates_32.png&quot; title=&quot;File:Plates 32.png&quot;&gt;32 px|Wikipedia encyclopedia&lt;/a&gt;  Plate egdes are drawn as a &amp;#039;polyline&amp;#039; just as you know it from AutoCAD.The begin node from a following beam is the end node of the last drawn plate edge.   It is possible, but not necessary, to draw nodes before you insert the plates.  You can also start with drawi...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;[[Documentation XFEM4U | BACK]]&lt;br /&gt;
&lt;br /&gt;
===General===&lt;br /&gt;
&lt;br /&gt;
In the graphical screen slabs can be added very easy by drawing them. Select this item in the function bar. &lt;br /&gt;
[[File:Plates 32.png|32 px|Wikipedia encyclopedia]]&lt;br /&gt;
&lt;br /&gt;
Plate egdes are drawn as a &amp;#039;polyline&amp;#039; just as you know it from AutoCAD.The begin node from a following beam is the end node of the last drawn plate edge. &lt;br /&gt;
&lt;br /&gt;
It is possible, but not necessary, to draw nodes before you insert the plates.&lt;br /&gt;
&lt;br /&gt;
You can also start with drawing the plate edges, in this way the nodes will be inserted automatically. &lt;br /&gt;
&lt;br /&gt;
When you draw your first plate edge, the dialog box shown below appears. In this box you can, among other things, insert the material data of the slab. Use the escape-key or click the right mouse button to end the drawing of the plate edges.&lt;br /&gt;
&lt;br /&gt;
As you are drawing a plate edge, help lines (horizontal and vertical) will appear connected to the previous inserted nodes. Often the node, to which you want to draw the beam, has the same x- or y- or z-value as the previous one. In this way it is easy to insert nodes. Obviously you can adapt the coordinates afterwards numerically or by moving the node. &lt;br /&gt;
&lt;br /&gt;
While drawing a new plate edge, a dimension line parallel to the plate edge in one of the main directions x,y or z will appear. You can, just as you know it from AutoCad, immediately insert the distances numerically by entering the value / values from your keyboard. There are 3 possibilities for drawing a plate edge:&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;1. Drawing a plate edge with a known length in one of the main directions.&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
The value will appear in the dimension line. Here you can type in the distance. By the use of the enter-key the input is closed and the plate edge with that length will be added. &lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;2. Drawing a plate edge using relative Cartesian coordinates (dx, dy, dz).&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
First you enter the distance in x-direction. The value will appear in the dimension line. Thereafter you type a semicolon &amp;quot;;&amp;quot; and the distance in y-direction. The value will appear in a second input field. Next you type a semicolon &amp;quot;;&amp;quot; and the distance in z-direction. The value will appear in a third input field. By the use of the enter-key the input is closed and the plate edge is added. &lt;br /&gt;
&lt;br /&gt;
 &lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;3. Input of relative cartesian coordinates (dx, dy, dz) or absolute cartesian coordinates (x, y, z).&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
Press the space key and the dialog box below appears. Here you can enter relative coordinates or absolute coordinates directly.&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
[[File:Slapes and plates.png|250 px|Wikipedia encyclopedia]]&lt;br /&gt;
&lt;br /&gt;
In this way, you can quickly insert your slab/plate. &lt;br /&gt;
&lt;br /&gt;
The plate can be supported in different ways. By Nodes and/or Plate edge.&lt;br /&gt;
&lt;br /&gt;
You can enter Plate loads and/or Node loads.&lt;br /&gt;
&lt;br /&gt;
===Reinforcement===&lt;br /&gt;
&lt;br /&gt;
[[File:Reinforcement.png|350 px|Wikipedia encyclopedia]]&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;General&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Steel grade&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
The steel grade of the basic and additional reinforcement.&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Creep coefficient&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
The creep coefficient of concrete. By this coefficient the effective creep coefficient is calculated according to EN 1992-1-1 art. 5.8.4. &lt;br /&gt;
&lt;br /&gt;
You can insert the creep coefficient yourself or you can have it calculated. See Creep. When the creep coefficient is calculated, a detailed calculation according to  EN 1992-1-1 B.1 is displayed in the output as well.&lt;br /&gt;
 &lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Granule diameter&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
The nominal granule diameter of concrete.&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Cover&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
 &lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Environmental class&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
The environmental or exposure class is used for the determination of the required cover. See  Exposure classes&lt;br /&gt;
&lt;br /&gt;
 &lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Concrete surface&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
Can be checked, can not be checked or finished&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;delta_Cdev&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
Execution tolerance of the concrete cover in mm &lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Cover&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
Concrete cover top  / bottom  in mm&lt;br /&gt;
 &lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Reinforcement&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
 &lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Reinforcement in X- and Y-direction&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
Basic reinforcement top/bottom&lt;br /&gt;
&lt;br /&gt;
Syntax 1: &amp;lt;amount&amp;gt;x&amp;lt;diameter&amp;gt;  [+&amp;lt;amount&amp;gt;x&amp;lt;diameter&amp;gt;...]&lt;br /&gt;
&lt;br /&gt;
Syntax 2: &amp;lt;diameter&amp;gt;-&amp;lt;ctc distance&amp;gt;  [+&amp;lt;diameter&amp;gt;-&amp;lt;ctc distance&amp;gt;...]&lt;br /&gt;
&lt;br /&gt;
Syntax 3: &amp;lt;mm2&amp;gt; [ / &amp;lt;diameter&amp;gt;]&lt;br /&gt;
&lt;br /&gt;
 &lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Additional reinforcement diameters&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
The diameters by which the additional reinforcement is designed&lt;br /&gt;
&lt;br /&gt;
 &lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Layers&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
Setting which reinforcement is in the first layer&lt;br /&gt;
&lt;br /&gt;
 &lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Angle compression strut&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
Shear reinforcement: Angle compression strut in degrees&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
===Holes in plate===&lt;br /&gt;
&lt;br /&gt;
[[File:Holes in plate V1.png|450px|none|]]&lt;br /&gt;
&lt;br /&gt;
Here you can easily enter holes or openings. You can choose from a large number of basic shapes that are parameterized. &lt;br /&gt;
&lt;br /&gt;
[[File:Holes in plate V2.png|50px|none|]]&lt;br /&gt;
 &lt;br /&gt;
The position and dimensions of the hole or opening can be adjusted by clicking on the relevant dimension line. The focus in case of multiple holes can be changed by clicking with the left mouse button in the hole contour. If you hold down the left mouse button and move the mouse, you can move the hole graphically. It checks whether holes overlap or cut through the outer contour. &lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
[[File:Holes in plate V3.png|600px|none|]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
[[File:Holes in plate V4.png|800px|none|]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
[[File:Holes in plate V5.png|800px|none|]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
===Plate edge===&lt;br /&gt;
&lt;br /&gt;
Plate edges are drawn as transparent tubes. By &amp;#039;&amp;#039;&amp;#039;double-clicking&amp;#039;&amp;#039;&amp;#039; on a plate edge (or 1 click right mouse button &amp;gt; &amp;#039;&amp;#039;&amp;#039;Properties&amp;#039;&amp;#039;&amp;#039;) the dialog box below becomes visible.&lt;br /&gt;
&lt;br /&gt;
[[File:Plate edge.png|550px|none|]] &lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Local to the plate&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
Setting whether the supports are to be introduced in relation to the local axle system of the plate.&lt;br /&gt;
 &lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Supports / Restraints&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
Here you enter how the plate edge is supported. There are many possibilities.  &lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
You can use the most common / standard supports:&lt;br /&gt;
&lt;br /&gt;
       &amp;#039;&amp;#039;&amp;#039;Fully fixed&amp;#039;&amp;#039;&amp;#039; Tx=A(Absolute), Ty=A, Tz=A, Rx=A, Ry=A, Rz=A. (That is the default setting)&lt;br /&gt;
&lt;br /&gt;
       &amp;#039;&amp;#039;&amp;#039;Hinged&amp;#039;&amp;#039;&amp;#039; Tx=A, Ty=A, Tz=A. No moments can be transmitted, only transverse and normal forces.&lt;br /&gt;
&lt;br /&gt;
 &lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Spring support&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
You can also enter a spring support. Tx=S(Spring), Ry=S and/or Rz=S. You also give the spring value Kx, Cy and/or Cz in kN/m or kNm/rad.&lt;br /&gt;
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 &lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Local x-axis&amp;#039;&amp;#039;&amp;#039; see Local coordinate system&lt;/div&gt;</summary>
		<author><name>Struct4U</name></author>
	</entry>
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