10 Principles for Manipulating Structural Form
Jonathan Ochshorn
Chaing Mai workshop photos | homepage
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| 1 |
Understand ideal "funicular" shape for assumed loads. Other images |
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| 2 |
Invert funicular form to switch between tension and compression. Other images |
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| 3 |
Switch between tension and compression by moving force along "line of action." |
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| 4 |
Allow moment diagram to influence overall structural form. Other images |
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| 5 |
Understand position of inflection points and their relation to internal hinges. Other images |
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| 6 |
Adjust cross-sectional shape based on deviation of actual from "ideal" overall form; or based on deviation of actual from "ideal" loads. Other images |
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| 7 |
Resolve bending moment into axial tension and compression. Other images |
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| 8 |
Balance thrusts through repetition and symmetry. Other images |
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| 9 |
Use triangulation or rigid joints to make structures stable under all possible loads. Other images
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a. Triangle can resist load applied in any direction by resolving the load (force) into components corresponding to the legs of the triangle. |
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b. Legs of the triangle are in tension or compression, depending on the direction of the reaction to the load (force). |
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c. Compression members can be avoided by using cross-bracing, or by providing single braces in opposite directions. |
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| 10 |
Apply rules, especially for stability, to the third dimension. Other images |
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Copyright 2001 J. Ochshorn. First posted 28 July 2001; last revised 21 March 2003. return to homepage
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