Like recent releases of Firefox and Opera do, your browser must support Scalable Vector Graphics (SVG) to display the drawing.
| Horizontal Reaction | Peak Height | ||
|---|---|---|---|
| (lbf) | (N) | (m) | |
| Failure | Solution Not Found | ||
| 16,593 | 73,810 | 3.56 | |
| Stability | Solution Not Found | ||
| 7,844 | 34,890 | 3.87 | |
At present, the stability thrust lines on the left side of the diagram are limited to the inner third of the faces of the voussoirs; the arch load is not considered rigid. Also, for determining the inner third of masonry including the buttress, the effective width of the buttress is assumed to be always decreasing with height. This effective shape is indicated by a dotted line if it differs from the outline of the buttress. Until a bug is fixed, the mass above this dotted line is ignored.
The thrust line is the axis of greatest compressive stress. It cannot pass outside of a structure, and the structure will deform if possible to keep these forces within it. A structure is assumed stable if the thrust line remains within the inner third of rigid compressive elements.
This web application is untested and unverified pre-alpha experimental software intended only to help visualize the forces in compressive stone structures. Do not rely on it to analyze or design anything.