==================================================================================================== Zomes PU dome -- ACCEPTANCE REPORT (model=office, site=severe) ==================================================================================================== [HAND-CALC ENVELOPE] [FAIL] Panel plate bending (panel type edge=981mm x20, diags=1113x1616 mm) 0.6 D + W_uplift D/C= 1.02 demand= 0.8894 capacity= 0.868 MPa [FAIL] Panel plate bending (panel type edge=981mm x20, diags=1113x1616 mm) 0.9 D + 1.0 W_uplift D/C= 1.02 demand= 0.884 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=987mm x13, diags=1384x1407 mm) 0.6 D + W_uplift D/C= 0.99 demand= 0.8565 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=987mm x13, diags=1384x1407 mm) 0.9 D + 1.0 W_uplift D/C= 0.98 demand= 0.8513 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=981mm x20, diags=1113x1616 mm) D + S_unb (peak) D/C= 0.79 demand= 0.6896 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=987mm x13, diags=1384x1407 mm) D + S_unb (peak) D/C= 0.77 demand= 0.6641 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=782mm x7, diags=887x1289 mm) 0.6 D + W_uplift D/C= 0.65 demand= 0.5656 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=782mm x7, diags=887x1289 mm) 0.9 D + 1.0 W_uplift D/C= 0.65 demand= 0.5622 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=981mm x20, diags=1113x1616 mm) D + W_inward D/C= 0.65 demand= 0.5619 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=981mm x20, diags=1113x1616 mm) 1.2 D + 1.6 S D/C= 0.64 demand= 0.5588 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=796mm x7, diags=1115x1136 mm) 0.6 D + W_uplift D/C= 0.64 demand= 0.5576 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=796mm x7, diags=1115x1136 mm) 0.9 D + 1.0 W_uplift D/C= 0.64 demand= 0.5542 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=987mm x13, diags=1384x1407 mm) D + W_inward D/C= 0.62 demand= 0.5412 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=987mm x13, diags=1384x1407 mm) 1.2 D + 1.6 S D/C= 0.62 demand= 0.5382 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=981mm x20, diags=1113x1616 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.59 demand= 0.5146 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=769mm x7, diags=783x1323 mm) 0.6 D + W_uplift D/C= 0.58 demand= 0.5062 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=769mm x7, diags=783x1323 mm) 0.9 D + 1.0 W_uplift D/C= 0.58 demand= 0.5031 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=987mm x13, diags=1384x1407 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.57 demand= 0.4956 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=782mm x7, diags=887x1289 mm) D + S_unb (peak) D/C= 0.51 demand= 0.4385 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=796mm x7, diags=1115x1136 mm) D + S_unb (peak) D/C= 0.50 demand= 0.4323 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=769mm x7, diags=783x1323 mm) D + S_unb (peak) D/C= 0.45 demand= 0.3924 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=782mm x7, diags=887x1289 mm) D + W_inward D/C= 0.41 demand= 0.3574 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=782mm x7, diags=887x1289 mm) 1.2 D + 1.6 S D/C= 0.41 demand= 0.3554 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=981mm x20, diags=1113x1616 mm) D + S (balanced snow) D/C= 0.41 demand= 0.3538 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=796mm x7, diags=1115x1136 mm) D + W_inward D/C= 0.41 demand= 0.3523 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=796mm x7, diags=1115x1136 mm) 1.2 D + 1.6 S D/C= 0.40 demand= 0.3504 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=987mm x13, diags=1384x1407 mm) D + S (balanced snow) D/C= 0.39 demand= 0.3407 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=782mm x7, diags=887x1289 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.38 demand= 0.3273 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=796mm x7, diags=1115x1136 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.37 demand= 0.3226 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=769mm x7, diags=783x1323 mm) D + W_inward D/C= 0.37 demand= 0.3198 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=769mm x7, diags=783x1323 mm) 1.2 D + 1.6 S D/C= 0.37 demand= 0.318 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=979mm x13, diags=524x1886 mm) 0.6 D + W_uplift D/C= 0.35 demand= 0.306 capacity= 0.868 MPa [PASS] Panel local buckling (simply-supported plate) D + S D/C= 0.35 demand= 0.09097 capacity= 0.2588 MPa [PASS] Panel plate bending (panel type edge=979mm x13, diags=524x1886 mm) 0.9 D + 1.0 W_uplift D/C= 0.35 demand= 0.3042 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=769mm x7, diags=783x1323 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.34 demand= 0.2929 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=979mm x13, diags=524x1886 mm) D + S_unb (peak) D/C= 0.27 demand= 0.2373 capacity= 0.868 MPa [PASS] Joint TENSION (peeling) edge=987 mm 0.6 D + W_uplift D/C= 0.27 demand= 0.02873 capacity= 0.108 MPa [PASS] Joint TENSION (peeling) edge=987 mm 0.9 D + 1.0 W_uplift D/C= 0.26 demand= 0.02856 capacity= 0.108 MPa [PASS] Panel plate bending (panel type edge=782mm x7, diags=887x1289 mm) D + S (balanced snow) D/C= 0.26 demand= 0.225 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=796mm x7, diags=1115x1136 mm) D + S (balanced snow) D/C= 0.26 demand= 0.2218 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=769mm x7, diags=783x1323 mm) D + S (balanced snow) D/C= 0.23 demand= 0.2013 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=979mm x13, diags=524x1886 mm) D + W_inward D/C= 0.22 demand= 0.1933 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=979mm x13, diags=524x1886 mm) 1.2 D + 1.6 S D/C= 0.22 demand= 0.1923 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=979mm x13, diags=524x1886 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.20 demand= 0.1771 capacity= 0.868 MPa [PASS] Global shell snap-through (R=2.95 m) D + S D/C= 0.18 demand= 3352 capacity=1.911e+04 Pa [PASS] Joint SHEAR (in-plane) edge=987 mm 0.6 D + W_uplift D/C= 0.18 demand= 0.02873 capacity= 0.164 MPa [PASS] Joint SHEAR (in-plane) edge=987 mm 0.9 D + 1.0 W_uplift D/C= 0.17 demand= 0.02856 capacity= 0.164 MPa [PASS] Panel plate bending (panel type edge=979mm x13, diags=524x1886 mm) D + S (balanced snow) D/C= 0.14 demand= 0.1217 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=613mm x7, diags=328x1182 mm) 0.6 D + W_uplift D/C= 0.14 demand= 0.1203 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=613mm x7, diags=328x1182 mm) 0.9 D + 1.0 W_uplift D/C= 0.14 demand= 0.1196 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=981mm x20, diags=1113x1616 mm) D + L D/C= 0.13 demand= 0.1139 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=987mm x13, diags=1384x1407 mm) D + L D/C= 0.13 demand= 0.1097 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=613mm x7, diags=328x1182 mm) D + S_unb (peak) D/C= 0.11 demand= 0.09328 capacity= 0.868 MPa [PASS] Base-ring axial compression (14 panels share 92.5 kN) D + S (cumulative) D/C= 0.09 demand= 0.09097 capacity= 0.988 MPa [PASS] Panel plate bending (panel type edge=613mm x7, diags=328x1182 mm) D + W_inward D/C= 0.09 demand= 0.07602 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=613mm x7, diags=328x1182 mm) 1.2 D + 1.6 S D/C= 0.09 demand= 0.0756 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=782mm x7, diags=887x1289 mm) D + L D/C= 0.08 demand= 0.07244 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=796mm x7, diags=1115x1136 mm) D + L D/C= 0.08 demand= 0.07141 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=613mm x7, diags=328x1182 mm) D + 0.75 (S + 0.6 W_inward) D/C= 0.08 demand= 0.06961 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=769mm x7, diags=783x1323 mm) D + L D/C= 0.07 demand= 0.06483 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=613mm x7, diags=328x1182 mm) D + S (balanced snow) D/C= 0.06 demand= 0.04786 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=979mm x13, diags=524x1886 mm) D + L D/C= 0.05 demand= 0.03919 capacity= 0.868 MPa [PASS] Foundation bearing (footprint 24.9 m^2) D + S D/C= 0.04 demand= 3.715 capacity= 100 kPa [PASS] Panel plate bending (panel type edge=981mm x20, diags=1113x1616 mm) D D/C= 0.02 demand= 0.01797 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=987mm x13, diags=1384x1407 mm) D D/C= 0.02 demand= 0.0173 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=613mm x7, diags=328x1182 mm) D + L D/C= 0.02 demand= 0.01541 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=782mm x7, diags=887x1289 mm) D D/C= 0.01 demand= 0.01143 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=796mm x7, diags=1115x1136 mm) D D/C= 0.01 demand= 0.01126 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=769mm x7, diags=783x1323 mm) D D/C= 0.01 demand= 0.01023 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=979mm x13, diags=524x1886 mm) D D/C= 0.01 demand= 0.006182 capacity= 0.868 MPa [PASS] Panel plate bending (panel type edge=613mm x7, diags=328x1182 mm) D D/C= 0.00 demand= 0.002431 capacity= 0.868 MPa WORST: Panel plate bending (panel type edge=981mm x20, diags=1113x1616 mm) D/C=1.02 [FEA LINEAR (CalculiX p99 VM)] [PASS] Assembly p99 von Mises (CalculiX) wind_cc_peak D/C= 0.12 demand= 0.1038 capacity= 0.868 MPa [PASS] Assembly p99 von Mises (CalculiX) wind_uplift_main D/C= 0.08 demand= 0.06863 capacity= 0.868 MPa [PASS] Assembly p99 von Mises (CalculiX) snow_balanced D/C= 0.04 demand= 0.03307 capacity= 0.868 MPa WORST: Assembly p99 von Mises (CalculiX) D/C=0.12 [FEA JOINT TRACTION (CalculiX)] [PASS] Joint TENSION (p99, CalculiX traction) wind_cc_peak D/C= 0.26 demand= 0.02765 capacity= 0.108 MPa [PASS] Joint SHEAR (p99, CalculiX traction) wind_cc_peak D/C= 0.22 demand= 0.03558 capacity= 0.164 MPa [PASS] Joint TENSION (p99, CalculiX traction) wind_uplift_main D/C= 0.16 demand= 0.01757 capacity= 0.108 MPa [PASS] Joint SHEAR (p99, CalculiX traction) wind_uplift_main D/C= 0.14 demand= 0.02296 capacity= 0.164 MPa [PASS] Joint SHEAR (p99, CalculiX traction) snow_balanced D/C= 0.09 demand= 0.014 capacity= 0.164 MPa [PASS] Joint TENSION (p99, CalculiX traction) snow_balanced D/C= 0.08 demand= 0.008803 capacity= 0.108 MPa WORST: Joint TENSION (p99, CalculiX traction) D/C=0.26 [FEA EIGENVALUE BUCKLING (CalculiX)] [PASS] Eigenvalue buckling (S3 shell midsurface, mode 1) snow_balanced D/C= 0.52 demand= 3 capacity= 5.817 x design pressure [PASS] Eigenvalue buckling (S3 shell midsurface, mode 1) wind_uplift_main D/C= 0.20 demand= 3 capacity= 15.16 x design pressure WORST: Eigenvalue buckling (S3 shell midsurface, mode 1) D/C=0.52 ==================================================================================================== OVERALL: FAIL ====================================================================================================