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Copy file name to clipboardExpand all lines: 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.
Copy file name to clipboardExpand all lines: 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.
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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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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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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