==================================================================================================== Zomes PU dome -- ACCEPTANCE REPORT (model=studio, site=severe) ==================================================================================================== [HAND-CALC ENVELOPE] [FAIL] Panel plate bending (panel type edge=1011mm x11, diags=1305x1545 mm) 0.6 D + W_uplift D/C= 1.10 demand= 0.9555 capacity= 0.868 MPa [FAIL] Panel plate bending (panel type edge=1004mm x12, diags=1256x1567 mm) 0.6 D + W_uplift D/C= 1.10 demand= 0.9515 capacity= 0.868 MPa [FAIL] Panel plate bending (panel type edge=1011mm x11, diags=1305x1545 mm) 0.9 D + 1.0 W_uplift D/C= 1.09 demand= 0.9497 capacity= 0.868 MPa [FAIL] Panel plate bending (panel type edge=1004mm x12, diags=1256x1567 mm) 0.9 D + 1.0 W_uplift D/C= 1.09 demand= 0.9458 capacity= 0.868 MPa [FAIL] Panel plate bending (panel type edge=1017mm x20, diags=1074x1727 mm) 0.6 D + W_uplift D/C= 1.06 demand= 0.9161 capacity= 0.868 MPa [FAIL] Panel plate bending (panel type edge=1017mm x20, diags=1074x1727 mm) 0.9 D + 1.0 W_uplift D/C= 1.05 demand= 0.9105 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1019mm x11, diags=975x1790 mm) 0.6 D + W_uplift D/C= 0.96 demand= 0.8375 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1019mm x11, diags=975x1790 mm) 0.9 D + 1.0 W_uplift D/C= 0.96 demand= 0.8324 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1011mm x11, diags=1305x1545 mm) D + S_unb (peak) D/C= 0.85 demand= 0.7408 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1004mm x12, diags=1256x1567 mm) D + S_unb (peak) D/C= 0.85 demand= 0.7378 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1003mm x12, diags=887x1799 mm) 0.6 D + W_uplift D/C= 0.85 demand= 0.7371 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1003mm x12, diags=887x1799 mm) 0.9 D + 1.0 W_uplift D/C= 0.84 demand= 0.7327 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1017mm x20, diags=1074x1727 mm) D + S_unb (peak) D/C= 0.82 demand= 0.7103 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1019mm x11, diags=975x1790 mm) D + S_unb (peak) D/C= 0.75 demand= 0.6493 capacity= 0.868 MPa [PASS] Panel local buckling (simply-supported plate) D + S D/C= 0.70 demand= 0.2031 capacity= 0.2909 MPa [PASS] Panel plate bending (panel type edge=1011mm x11, diags=1305x1545 mm) D + W_inward D/C= 0.70 demand= 0.6037 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1004mm x12, diags=1256x1567 mm) D + W_inward D/C= 0.69 demand= 0.6012 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1011mm x11, diags=1305x1545 mm) 1.2 D + 1.6 S D/C= 0.69 demand= 0.6004 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1004mm x12, diags=1256x1567 mm) 1.2 D + 1.6 S D/C= 0.69 demand= 0.5979 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1017mm x20, diags=1074x1727 mm) D + W_inward D/C= 0.67 demand= 0.5788 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1017mm x20, diags=1074x1727 mm) 1.2 D + 1.6 S D/C= 0.66 demand= 0.5756 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1003mm x12, diags=887x1799 mm) D + S_unb (peak) D/C= 0.66 demand= 0.5715 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1011mm x11, diags=1305x1545 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.64 demand= 0.5528 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1004mm x12, diags=1256x1567 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.63 demand= 0.5506 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=862mm x11, diags=767x1545 mm) 0.6 D + W_uplift D/C= 0.63 demand= 0.5497 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=862mm x11, diags=767x1545 mm) 0.9 D + 1.0 W_uplift D/C= 0.63 demand= 0.5463 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1017mm x20, diags=1074x1727 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.61 demand= 0.5301 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1019mm x11, diags=975x1790 mm) D + W_inward D/C= 0.61 demand= 0.5291 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1019mm x11, diags=975x1790 mm) 1.2 D + 1.6 S D/C= 0.61 demand= 0.5262 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1019mm x11, diags=975x1790 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.56 demand= 0.4846 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1003mm x12, diags=887x1799 mm) D + W_inward D/C= 0.54 demand= 0.4658 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1003mm x12, diags=887x1799 mm) 1.2 D + 1.6 S D/C= 0.53 demand= 0.4632 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=703mm x4, diags=915x1068 mm) 0.6 D + W_uplift D/C= 0.53 demand= 0.4573 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=703mm x4, diags=915x1068 mm) 0.9 D + 1.0 W_uplift D/C= 0.52 demand= 0.4546 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1003mm x12, diags=887x1799 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.49 demand= 0.4265 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=862mm x11, diags=767x1545 mm) D + S_unb (peak) D/C= 0.49 demand= 0.4262 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=809mm x1, diags=629x1490 mm) 0.6 D + W_uplift D/C= 0.45 demand= 0.3923 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=809mm x1, diags=629x1490 mm) 0.9 D + 1.0 W_uplift D/C= 0.45 demand= 0.3899 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1011mm x11, diags=1305x1545 mm) D + S (balanced snow) D/C= 0.44 demand= 0.3801 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1004mm x12, diags=1256x1567 mm) D + S (balanced snow) D/C= 0.44 demand= 0.3785 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1017mm x20, diags=1074x1727 mm) D + S (balanced snow) D/C= 0.42 demand= 0.3644 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=703mm x4, diags=915x1068 mm) D + S_unb (peak) D/C= 0.41 demand= 0.3546 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=862mm x11, diags=767x1545 mm) D + W_inward D/C= 0.40 demand= 0.3473 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=862mm x11, diags=767x1545 mm) 1.2 D + 1.6 S D/C= 0.40 demand= 0.3454 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1019mm x11, diags=975x1790 mm) D + S (balanced snow) D/C= 0.38 demand= 0.3331 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=862mm x11, diags=767x1545 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.37 demand= 0.3181 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=809mm x1, diags=629x1490 mm) D + S_unb (peak) D/C= 0.35 demand= 0.3042 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1003mm x12, diags=887x1799 mm) D + S (balanced snow) D/C= 0.34 demand= 0.2932 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=703mm x4, diags=915x1068 mm) D + W_inward D/C= 0.33 demand= 0.289 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=703mm x4, diags=915x1068 mm) 1.2 D + 1.6 S D/C= 0.33 demand= 0.2874 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=703mm x4, diags=915x1068 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.30 demand= 0.2646 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=809mm x1, diags=629x1490 mm) D + W_inward D/C= 0.29 demand= 0.2479 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=809mm x1, diags=629x1490 mm) 1.2 D + 1.6 S D/C= 0.28 demand= 0.2465 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1005mm x12, diags=461x1956 mm) 0.6 D + W_uplift D/C= 0.28 demand= 0.2408 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1005mm x12, diags=461x1956 mm) 0.9 D + 1.0 W_uplift D/C= 0.28 demand= 0.2393 capacity= 0.868 MPa [PASS] Joint TENSION (peeling) edge=1011 mm 0.6 D + W_uplift D/C= 0.27 demand= 0.02903 capacity= 0.108 MPa [PASS] Joint TENSION (peeling) edge=1011 mm 0.9 D + 1.0 W_uplift D/C= 0.27 demand= 0.02886 capacity= 0.108 MPa [PASS] Panel plate bending (panel type edge=809mm x1, diags=629x1490 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.26 demand= 0.227 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=862mm x11, diags=767x1545 mm) D + S (balanced snow) D/C= 0.25 demand= 0.2186 capacity= 0.868 MPa [PASS] Global shell snap-through (R=3.39 m) D + S D/C= 0.23 demand= 3352 capacity=1.439e+04 Pa [PASS] Panel plate bending (panel type edge=1005mm x12, diags=461x1956 mm) D + S_unb (peak) D/C= 0.22 demand= 0.1867 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=703mm x4, diags=915x1068 mm) D + S (balanced snow) D/C= 0.21 demand= 0.1819 capacity= 0.868 MPa [PASS] Base-ring axial compression (11 panels share 131.3 kN) D + S (cumulative) D/C= 0.21 demand= 0.2031 capacity= 0.988 MPa [PASS] Panel plate bending (panel type edge=809mm x1, diags=629x1490 mm) D + S (balanced snow) D/C= 0.18 demand= 0.156 capacity= 0.868 MPa [PASS] Joint SHEAR (in-plane) edge=1011 mm 0.6 D + W_uplift D/C= 0.18 demand= 0.02903 capacity= 0.164 MPa [PASS] Joint SHEAR (in-plane) edge=1011 mm 0.9 D + 1.0 W_uplift D/C= 0.18 demand= 0.02886 capacity= 0.164 MPa [PASS] Panel plate bending (panel type edge=1005mm x12, diags=461x1956 mm) D + W_inward D/C= 0.18 demand= 0.1521 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1005mm x12, diags=461x1956 mm) 1.2 D + 1.6 S D/C= 0.17 demand= 0.1513 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1005mm x12, diags=461x1956 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.16 demand= 0.1393 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1011mm x11, diags=1305x1545 mm) D + L D/C= 0.14 demand= 0.1224 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1004mm x12, diags=1256x1567 mm) D + L D/C= 0.14 demand= 0.1219 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1017mm x20, diags=1074x1727 mm) D + L D/C= 0.14 demand= 0.1173 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1019mm x11, diags=975x1790 mm) D + L D/C= 0.12 demand= 0.1073 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1005mm x12, diags=461x1956 mm) D + S (balanced snow) D/C= 0.11 demand= 0.09577 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1003mm x12, diags=887x1799 mm) D + L D/C= 0.11 demand= 0.09441 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=862mm x11, diags=767x1545 mm) D + L D/C= 0.08 demand= 0.0704 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=703mm x4, diags=915x1068 mm) D + L D/C= 0.07 demand= 0.05858 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=809mm x1, diags=629x1490 mm) D + L D/C= 0.06 demand= 0.05024 capacity= 0.868 MPa [PASS] Foundation bearing (footprint 35.2 m^2) D + S D/C= 0.04 demand= 3.734 capacity= 100 kPa [PASS] Panel plate bending (panel type edge=1005mm x12, diags=461x1956 mm) D + L D/C= 0.04 demand= 0.03084 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1011mm x11, diags=1305x1545 mm) D D/C= 0.02 demand= 0.0193 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1004mm x12, diags=1256x1567 mm) D D/C= 0.02 demand= 0.01922 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1017mm x20, diags=1074x1727 mm) D D/C= 0.02 demand= 0.01851 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1019mm x11, diags=975x1790 mm) D D/C= 0.02 demand= 0.01692 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1003mm x12, diags=887x1799 mm) D D/C= 0.02 demand= 0.01489 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=862mm x11, diags=767x1545 mm) D D/C= 0.01 demand= 0.01111 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=703mm x4, diags=915x1068 mm) D D/C= 0.01 demand= 0.00924 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=809mm x1, diags=629x1490 mm) D D/C= 0.01 demand= 0.007926 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=1005mm x12, diags=461x1956 mm) D D/C= 0.01 demand= 0.004864 capacity= 0.868 MPa WORST: Panel plate bending (panel type edge=1011mm x11, diags=1305x1545 mm) D/C=1.10 [FEA EIGENVALUE BUCKLING (CalculiX)] [FAIL] Eigenvalue buckling (S3 shell midsurface, mode 1) snow_balanced D/C= 1.27 demand= 3 capacity= 2.363 x design pressure [PASS] Eigenvalue buckling (S3 shell midsurface, mode 1) wind_uplift_main D/C= 0.27 demand= 3 capacity= 11.29 x design pressure WORST: Eigenvalue buckling (S3 shell midsurface, mode 1) D/C=1.27 ==================================================================================================== OVERALL: FAIL ====================================================================================================