==================================================================================================== Zomes PU dome -- ACCEPTANCE REPORT (site=severe) ==================================================================================================== [HAND-CALC ENVELOPE] [PASS] Panel plate bending (worst panel, diags=1384x1407 mm) 0.6 D + W_uplift D/C= 0.99 demand= 0.8565 capacity= 0.868 MPa [PASS] Panel plate bending (worst panel, 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 (worst panel, diags=1384x1407 mm) D + S_unb (peak) D/C= 0.77 demand= 0.6641 capacity= 0.868 MPa [PASS] Panel plate bending (worst panel, diags=1384x1407 mm) D + W_inward D/C= 0.62 demand= 0.5412 capacity= 0.868 MPa [PASS] Panel plate bending (worst panel, diags=1384x1407 mm) 1.2 D + 1.6 S D/C= 0.62 demand= 0.5382 capacity= 0.868 MPa [PASS] Panel plate bending (worst panel, 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 (worst panel, diags=1384x1407 mm) D + S (balanced snow) D/C= 0.39 demand= 0.3407 capacity= 0.868 MPa [PASS] Panel local buckling (simply-supported plate) D + S D/C= 0.29 demand= 0.09097 capacity= 0.3105 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] 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] Global shell snap-through (R=2.95 m) D + S D/C= 0.15 demand= 3352 capacity=2.293e+04 Pa [PASS] Panel plate bending (worst panel, diags=1384x1407 mm) D + L D/C= 0.13 demand= 0.1097 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] Foundation bearing (footprint 24.9 m^2) D + S D/C= 0.04 demand= 3.715 capacity= 100 kPa [PASS] Panel plate bending (worst panel, diags=1384x1407 mm) D D/C= 0.02 demand= 0.0173 capacity= 0.868 MPa WORST: Panel plate bending (worst panel, diags=1384x1407 mm) D/C=0.99 [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= 0.03145 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= 0.01395 capacity= 0.164 MPa [PASS] Joint TENSION (p99, CalculiX traction) snow_balanced D/C= 0.08 demand= 0.008688 capacity= 0.108 MPa WORST: Joint TENSION (p99, CalculiX traction) D/C=0.26 [FEA EIGENVALUE BUCKLING (CalculiX)] [PASS] Eigenvalue buckling (mode 1) wind_uplift_main D/C= 0.95 demand= 2.5 capacity= 2.619 x design pressure [PASS] Eigenvalue buckling (mode 1) snow_balanced D/C= 0.38 demand= 2.5 capacity= 6.632 x design pressure WORST: Eigenvalue buckling (mode 1) D/C=0.95 ==================================================================================================== OVERALL: PASS ====================================================================================================