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GITBOOK assets cleanup.
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gitbook/examples/basic-design/lips.md

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@@ -22,7 +22,7 @@ To achieve this modification, we must redirect the flow of the greatest forces.
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To accomplish this, we will set the force diagram edge length parameters [**lmin**](../../manual/7.-modify-diagrams/supports-1.md) and [**lmax**](../../manual/7.-modify-diagrams/supports-1.md) to 1 and 3, respectively, for all boundary edges. For the inner loop of edges, we will use a range of 10–15. These values are arbitrary and serve to illustrate the principle.
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{% file src="../../.gitbook/assets/lips.3dm" %}
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{% file src="../../.gitbook/assets/examples_lips.3dm" %}
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gitbook/examples/historical-typologies/barrel-vault.md

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A barrel vault is unique because its edges orthogonal to the arches carry almost no load (e.g., **1e-5**), while the edges along the arches share the same internal horizontal force (e.g., **2**). The exception occurs at the boundary, where half of the horizontal force is used (e.g., **1**) for the small tributary area. Due to this special force distribution, the force diagram collapses into a single line.
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{% file src="../../.gitbook/assets/barrel.3dm" %}
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{% file src="../../.gitbook/assets/examples_barrel.3dm" %}
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Create a pattern from a mesh. You can start with the attached Rhino file or a session file.
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<figure><img src="../../.gitbook/assets/barrel_0 (1).png" alt=""><figcaption></figcaption></figure>
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<figure><img src="../../.gitbook/assets/examples_barrel_0.png" alt=""><figcaption></figcaption></figure>
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{% file src="../../.gitbook/assets/rhinovault_barrel_0.json" %}
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{% file src="../../.gitbook/assets/examples_barrel_0.json" %}
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Manually set the boundary points on the top and bottom edges of the mesh.
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<figure><img src="../../.gitbook/assets/barrel_1.png" alt=""><figcaption></figcaption></figure>
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<figure><img src="../../.gitbook/assets/examples_barrel_1.png" alt=""><figcaption></figcaption></figure>
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{% file src="../../.gitbook/assets/rhinovault_barrel_1.json" %}
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{% file src="../../.gitbook/assets/examples_barrel_1.json" %}
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The mesh geometry is converted into a line preview, marked with green lines.
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<figure><img src="../../.gitbook/assets/barrel_2.png" alt=""><figcaption></figcaption></figure>
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<figure><img src="../../.gitbook/assets/examples_barrel_2.png" alt=""><figcaption></figcaption></figure>
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{% file src="../../.gitbook/assets/barrel_2.png" %}
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{% file src="../../.gitbook/assets/examples_barrel_2.png" %}
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**Command:** `RV_form_modify`> `Edge Constraints` > `Manual`\
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Set the horizontal edge constraints (h\_min and h\_max) to: a) 0.00001, b) vertical edges to 2, and c) vertical boundary edges to 1. This is done because horizontal edges ideally carry no load, and boundary arches have a tributary area twice as large as the outer ones.
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<figure><img src="../../.gitbook/assets/barrel_3.png" alt=""><figcaption></figcaption></figure>
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<figure><img src="../../.gitbook/assets/examples_barrel_3_0.png" alt=""><figcaption></figcaption></figure>
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<figure><img src="../../.gitbook/assets/barrel_4.png" alt=""><figcaption></figcaption></figure>
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<figure><img src="../../.gitbook/assets/examples_barrel_3_1.png" alt=""><figcaption></figcaption></figure>
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<figure><img src="../../.gitbook/assets/barrel_5.png" alt=""><figcaption></figcaption></figure>
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<figure><img src="../../.gitbook/assets/examples_barrel_3_2.png" alt=""><figcaption></figcaption></figure>
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{% file src="../../.gitbook/assets/rhinovault_barrel_3.json" %}
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{% file src="../../.gitbook/assets/examples_barrel_3.json" %}
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On the right side, the force diagram is created with TextDots marking the angle deviation between the form edge and its 90-degree rotated force edge. In the next step, horizontal equilibrium will be applied to reduce this deviation to zero.
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<figure><img src="../../.gitbook/assets/barrel_6.png" alt=""><figcaption><p>.</p></figcaption></figure>
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<figure><img src="../../.gitbook/assets/examples_barrel_4.png" alt=""><figcaption><p>.</p></figcaption></figure>
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{% file src="../../.gitbook/assets/rhinovault_barrel_4.json" %}
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{% file src="../../.gitbook/assets/examples_barrel_4.json" %}
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Set the iteration to 1000 to reach the horizontal equilibrium. Since horizontal segments have almost no force, the force diagram collapses to a line.
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<figure><img src="../../.gitbook/assets/barrel_7.png" alt=""><figcaption></figcaption></figure>
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<figure><img src="../../.gitbook/assets/examples_barrel_5.png" alt=""><figcaption></figcaption></figure>
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{% file src="../../.gitbook/assets/rhinovault_barrel_5.json" %}
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{% file src="../../.gitbook/assets/examples_barrel_5.json" %}
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The final geometry is computed by running the vertical equilibrium command, keeping the z-height unchanged. For preview, we use the following options:`RV_settings > Drawing > show_pipes` and `show_forces`.
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<figure><img src="../../.gitbook/assets/barrel_8.png" alt=""><figcaption></figcaption></figure>
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<figure><img src="../../.gitbook/assets/examples_barrel_6.png" alt=""><figcaption></figcaption></figure>
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{% file src="../../.gitbook/assets/barrel_8.png" %}
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{% file src="../../.gitbook/assets/examples_barrel_6.png" %}

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