{ "revision": "R8", "stage": "proposed_calibration_programme_not_performed", "test_performed": false, "construction_ready": false, "capacity_pass": null, "coordinate_system": "prototype local foot X inward radial, Y tangential, Z up; exact transform in prototype.json", "units": { "force": "N", "moment": "Nmm", "position": "mm" }, "sample_geometry": "Current100x40 single-key prototype, actual inclined legs, central30, outer40 supports, two M12 clamps, dry spacers, real lower fasteners/angles", "procedure": [ "This is a laboratory model-calibration proposal, not permission to proof-load an occupied gazebo. A competent test engineer must design and rate the fixture.", "Attach to both original leg sections at z650mm, above the truncated foot transition; impose simultaneous listed forces AND couples on both legs. If fixture couples are applied by paired forces, preserve the six resultant components exactly.", "Measure actual sample weights and remove their contribution from actuator targets; the listed G preload represents the full-frame installed state and must not be added blindly to specimen self-weight.", "Record at least10 monotonic intermediate levels, unload and reverse both X signs; repeat for positive and negative transverse/torsional perturbations. This sampling recommendation is not a normative strength-test protocol.", "Measure all three translations and rotations of each leg relative to the central/side plates, motion of the key, cheek separation, and movement of the base fixture separately. Record load-slip loops, first contact and residual displacement.", "Use both dry and service-moisture conditioned coupons/assemblies with the actual coating. Nominal CAD gaps0.3mm are not evidence of a finished fit.", "Reconstruct the coupled6-component tangent/secant law with uncertainty and unilateral branches. Insert the measured law into the global model; do not declare acceptance by matching an arbitrary alpha alone.", "Inspect tooth/key/window roots, net sections, washers and plate splitting. A monotonic no-damage run at these conditional targets does not establish characteristic resistance, creep or durability." ], "acceptance_status": "not_defined_by_a_single_arbitrary_K; final acceptance requires the measured law and verified material limits to satisfy the updated global/local checks", "known_external_inputs": [ "actual plywood grade, orientation, moisture, batch strength and coating fit", "selected TMS33495 hole datums and its joint performance with plywood", "concrete slab thickness, edges and reinforcement; M550 alone is insufficient" ], "publication_stage": 4, "source_sha256": "71f1137da26f2c23e27c3fc073b1a3cbd64586a99d387bcdfe054bc8e5c32b75", "inputs_sha256": { "build/foot_key_prototype/r8/prototype.json": "4ee518380ed1e0aabc654fe86a9c81d36f816cb218bf00bdab87b457549ff538", "build/foot_key_prototype/r8/structure_stage4.json": "ed3c74daf943e7fa2ce5dd6f7bf54c237fc0501aed1800775bec6fa2d1b0d241", "build/foot_key_prototype/r8/contact_patches.json": 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"actual_main_foot_differs": true, "geometry_scope": "Single-key isolated prototype is not integrated in the global assembly; current main foot remains the three-clamp/wedge candidate.", "calculable_next_steps": [ "Resolve actual tapered-leg/key/plate unilateral contact and orthotropic compliance with a converged mesh.", "Return measured or verified six-component connection laws to the global model; assigned alpha is not acceptance.", "Check the complete angle/anchor load path and actual slab, independently of this upper-foot specimen." ] }