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Constant Joints Modules
por ferditekin
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Constant Joints Modules
6D area prime (Hexagon) and surface primatology different each other. Horizontal (90') and vertical (90') applicable methods have various limits. For reinforcement/resistance supports, the situation is more complex. For example, the support you will make to a metal pillar may not give the result you expect, the reason is actually quite simple, primatology behaviour.
If you are going to cover the surface area, you can create this process by using the values [ 1 x n ], [ 2 x n ], [ 3 x n ], [ 4 x n ], [ 6 x n ].
If you are going to create a surface area transition pillar or laying masonry, you should use [ +A x n x MATRIX ] & [ -A x n x matrix ] for this operation. Applicable dimensions [ Horizontal, +x , -y (+A) , +y (-A) ], [ Vertical, +y , -z (+A) , +z (-A) ], [ Vertical, +y , -z (+A) ) , +z (-A) ], [ Horizontal, +x , -z (+A) ) , +z (-A) ].
+A: Protruding matrix crystall/solid/flex part.
-A: Indented matrix crystall/solid/flex part.
6D area prime (Hexagon) and surface primatology different each other. Horizontal (90') and vertical (90') applicable methods have various limits. For reinforcement/resistance supports, the situation is more complex. For example, the support you will make to a metal pillar may not give the result you expect, the reason is actually quite simple, primatology behaviour.
If you are going to cover the surface area, you can create this process by using the values [ 1 x n ], [ 2 x n ], [ 3 x n ], [ 4 x n ], [ 6 x n ].
If you are going to create a surface area transition pillar or laying masonry, you should use [ +A x n x MATRIX ] & [ -A x n x matrix ] for this operation. Applicable dimensions [ Horizontal, +x , -y (+A) , +y (-A) ], [ Vertical, +y , -z (+A) , +z (-A) ], [ Vertical, +y , -z (+A) ) , +z (-A) ], [ Horizontal, +x , -z (+A) ) , +z (-A) ].
+A: Protruding matrix crystall/solid/flex part.
-A: Indented matrix crystall/solid/flex part.
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