Architectural Tensioned Shade-Sail Catenary Corner-Pull & Mast Bending Solver

Deterministic Non-linear biaxial membrane catenary cable-edge equilibrium T = q*L^2 / (8*f) + inclined cantilever tubular column bending & foundation socket moment engine (.pdf, .dxf, .svg, .json) built for Serge Ferrari, Gale Pacific, Ronstan, Hilti — zero-upload ephemeral Wasm RAM execution.

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