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"anchor", "mass_kg": 0.13416646435964436, "basis": "unchanged_nominal_foot_fastener_estimate", "load_point_world_mm": [ 2043.0827022166723, 1920.7532290713998, -23.6 ] }, { "id": "F9_ANCHOR1_1", "kind": "anchor", "mass_kg": 0.13416646435964436, "basis": "unchanged_nominal_foot_fastener_estimate", "load_point_world_mm": [ 2078.4380412759997, 1885.3978900120724, -23.6 ] } ], "actual_cover_area_m2": 24.494712564041592, "lighting_density_kg_per_m": 0.35, "installed_lighting_length_m": 17.0, "finishing_allowance_kg": 15.0, "normative_wind": { "w0_kPa": 0.23, "terrain": "A assumed", "k_at_under5m": 0.75, "gamma": 1.4, "canopy_cp_max_10to30deg": 2.2, "mean_design_envelope_kPa": 0.5313, "quasistatic_plus_pulsation_if_applicable_kPa": 0.982905, "limits": "Canopy V.1.10 is not this shell geometry; dome V.1.4 is external pressure on circular closed buildings. The 0.85 gust coefficient cannot be used without frequency/correlation assumptions." }, "snow_Sg_kPa": 1.5, "snow_gamma": 1.4, "dead_gamma": 1.1, "wind_design_envelope_kPa": 1.0, "second_short_action_factor": 0.9 }, "limitations": [ "This is a conditional frame sensitivity calculation, not proof of the physical joint, foot, anchor, membrane or whole structure capacity.", "Translations are tied without slip by ideal rigid offsets. Real tenon contacts, clearances, crushing, uplift separation and cheek distortion are not represented by that constraint.", "alpha scales each END spring independently: alpha*(GJ/L, EIy/L, EIz/L). It is a dimensionless mathematical sensitivity, not stiffness inferred from tenon dimensions or a measured material property.", "The common foot shoe is assumed perfectly rigid between its actual leg ends and ground footprint. Free/fixed rotation at ground brackets support assumptions; neither is a verified angle/anchor/wood shoe law.", "The real lower R8 leg is vertically trimmed and tapered. Extending its full-depth beam centroid to z181 is not the centroid of the actual supported toe. The transition remains idealised by the rigid shoe; no unsupported wood or local foot moment is inferred solely from that projected axis.", "R8 plain rung tenons do not demonstrate positive tension retention. mass_only receives no stiffness credit; ideal_retained is a separate upper-bound comparator, never an L/4 effective leg length.", "Beam stiffness uses the uncut gross rectangular section. Slots, thin tooth roots and drilled holes require local net-section/contact modelling; the screen may overestimate their stiffness.", "Alternative strip sections are virtual sensitivity cases preserving the top edge. Current cheek windows, rung slots and foot holes are not automatically compatible or manufacturing-ready at another depth/thickness.", "E=9000 MPa, G=750 MPa are conditional elastic inputs for straight face-grain-aligned FSF (SP64 Table B.5), not a test of the purchased batch. Isotropic rectangular torsion/shear does not resolve orthotropic veneer stresses.", "Snow Sg=1.5 kPa is a provisional region III value near Khimki, ce=ct=1. Dome B.11 variants1/2/3 are analogies for a faceted square-cut shell, not an approved roof classification. Variant2 uses sin(alpha)/sin(30deg) for z/r1 as on a sphere; facet slopes depart from the smooth sphere.", "Wind is a +/-1 kPa net surface-normal load envelope. It is not a validated aerodynamic coefficient or a completed dynamic wind calculation under SP20 section11.1.7.", "Linear eigen-buckling retains spring-side rotations and subdivides each member twice, with axial initial-stress geometric stiffness. It omits imperfections, changing contact, prestress equilibrium, full nonlinear membrane/beam coupling and postbuckling; lambda is diagnostic, not a code safety factor.", "PVC contributes weight and specified loads only, no diaphragm restraint. T=2 kN/m is a separate trial prescribed surface stress resultant; the actual membrane form, tension and attachments are unresolved.", "Mass includes actual CAD parts and individual M8 rods, washers, nuts and hollow sleeves once each. Foot fasteners retain a separately identified nominal estimate. Neon mass .35kg/m of installed cut lengths and 15kg cable/fixing/seam allowance are prescribed estimates, not measured product weights. Gross-section alternatives scale strip mass only.", "Slab M550 and 5x6 m do not establish thickness, reinforcement, anchor product, edge resistance, embedment or foundation rotational restraint." ], "geometry": { "concurrency": [ { "node": "0", "fit_world_mm": [ 2.993390560702006e-14, -3.078768831230058e-14, 3025.6457754246508 ], "max_axis_residual_mm": 6.590762659165621e-13, "offset_from_ideal_mm": [ 2.993390560702006e-14, -3.078768831230058e-14, -172.36949110003843 ] }, { "node": "1", "fit_world_mm": [ 2009.9771817495382, 832.1731643488499, 2065.1839438088678 ], "max_axis_residual_mm": 4.06273067653398, "offset_from_ideal_mm": [ -114.94574302642127, -47.99873009085661, -112.6932249396882 ] }, { "node": "10", "fit_world_mm": [ -2072.6593665142695, 2072.659366514269, 95.15999999999796 ], "max_axis_residual_mm": 1.227923930788562e-12, "offset_from_ideal_mm": [ 121.39063348573063, -121.39063348573109, -2.0321522242738865e-12 ] }, { "node": "11", "fit_world_mm": [ -2072.6593665142695, 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