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Stress": [146.0, "MPa"], "Trans. stress": [146.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.67, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [31.0, "%"], "Global stiffener buckling": [5.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.69, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line5": {"Identification": "line5", "Plate geometry": {"Length of panel": [3800.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [400.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [250.0, "mm"], "Flange thick.": [14.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.8000000000000003, "mm"], "Stiffener tilt": [3.8000000000000003, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [103.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.406575, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [328.0, "MPa"], "Trans. Stress": [319.0, "MPa"], "Trans. stress": [319.0, "MPa"], "Shear stress": [16.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [133.0, "MPa"], "Trans. Stress": [130.0, "MPa"], "Trans. stress": [130.0, "MPa"], "Shear stress": [6.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.74, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [34.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [31.0, "%"], "Web stiffener buckling": [31.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.77, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line6": {"Identification": "line6", "Plate geometry": {"Length of panel": [3700.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [400.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [250.0, "mm"], "Flange thick.": [14.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.7, "mm"], "Stiffener tilt": [3.7, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [103.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.412197, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [346.0, "MPa"], "Trans. Stress": [337.0, "MPa"], "Trans. stress": [337.0, "MPa"], "Shear stress": [17.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [134.0, "MPa"], "Trans. Stress": [131.0, "MPa"], "Trans. stress": [131.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.73, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [35.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [30.0, "%"], "Web stiffener buckling": [30.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.76, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line7": {"Identification": "line7", "Plate geometry": {"Length of panel": [3600.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [400.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [250.0, "mm"], "Flange thick.": [12.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.6, "mm"], "Stiffener tilt": [3.6, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [102.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.422985, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [348.0, "MPa"], "Trans. Stress": [342.0, "MPa"], "Trans. stress": [342.0, "MPa"], "Shear stress": [17.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [133.0, "MPa"], "Trans. Stress": [131.0, "MPa"], "Trans. stress": [131.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.73, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [35.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [30.0, "%"], "Web stiffener buckling": [30.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.76, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Not ok", null], "stiffness": ["Ok", null]}}, "line8": {"Identification": "line8", "Plate geometry": {"Length of panel": [3500.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [400.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [250.0, "mm"], "Flange thick.": [12.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.5, "mm"], "Stiffener tilt": [3.5, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [102.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.438508, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [367.0, "MPa"], "Trans. Stress": [362.0, "MPa"], "Trans. stress": [362.0, "MPa"], "Shear stress": [18.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [134.0, "MPa"], "Trans. Stress": [132.0, "MPa"], "Trans. stress": [132.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.73, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [37.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [30.0, "%"], "Web stiffener buckling": [30.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.76, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Not ok", null], "stiffness": ["Ok", null]}}, "line9": {"Identification": "line9", "Plate geometry": {"Length of panel": [3800.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [400.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [200.0, "mm"], "Flange thick.": [18.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.8000000000000003, "mm"], "Stiffener tilt": [3.8000000000000003, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [101.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.459639, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [331.0, "MPa"], "Trans. Stress": [329.0, "MPa"], "Trans. stress": [329.0, "MPa"], "Shear stress": [16.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [144.0, "MPa"], "Trans. Stress": [143.0, "MPa"], "Trans. stress": [143.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.69, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [29.0, "%"], "Global stiffener buckling": [5.0, "%"], "Torsional stiffener buckling": [33.0, "%"], "Web stiffener buckling": [33.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.7, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line50": {"Identification": "line50", "Plate geometry": {"Length of panel": [3000.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [340.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [200.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.0, "mm"], "Stiffener tilt": [3.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.300313, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [182.0, "MPa"], "Trans. Stress": [456.0, "MPa"], "Trans. stress": [456.0, "MPa"], "Shear stress": [14.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [57.0, "MPa"], "Trans. Stress": [143.0, "MPa"], "Trans. stress": [143.0, "MPa"], "Shear stress": [4.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.65, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [43.0, "%"], "Global stiffener buckling": [2.0, "%"], "Torsional stiffener buckling": [27.0, "%"], "Web stiffener buckling": [27.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.7, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line51": {"Identification": "line51", "Plate geometry": {"Length of panel": [3199.999999999999, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [340.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [200.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.1999999999999993, "mm"], "Stiffener tilt": [3.1999999999999993, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.295486, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [160.0, "MPa"], "Trans. Stress": [401.0, "MPa"], "Trans. stress": [401.0, "MPa"], "Shear stress": [12.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [56.0, "MPa"], "Trans. Stress": [139.0, "MPa"], "Trans. stress": [139.0, "MPa"], "Shear stress": [4.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.67, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [40.0, "%"], "Global stiffener buckling": [3.0, "%"], "Torsional stiffener buckling": [29.0, "%"], "Web stiffener buckling": [29.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.72, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line52": {"Identification": "line52", "Plate geometry": {"Length of panel": [3400.0000000000005, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [340.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [200.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.4000000000000004, "mm"], "Stiffener tilt": [3.4000000000000004, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.248226, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [142.0, "MPa"], "Trans. Stress": [355.0, "MPa"], "Trans. stress": [355.0, "MPa"], "Shear stress": [11.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [54.0, "MPa"], "Trans. Stress": [136.0, "MPa"], "Trans. stress": [136.0, "MPa"], "Shear stress": [4.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.67, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [37.0, "%"], "Global stiffener buckling": [3.0, "%"], "Torsional stiffener buckling": [30.0, "%"], "Web stiffener buckling": [30.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.74, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line53": {"Identification": "line53", "Plate geometry": {"Length of panel": [3400.0000000000005, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [340.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [200.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.4000000000000004, "mm"], "Stiffener tilt": [3.4000000000000004, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.214038, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [142.0, "MPa"], "Trans. Stress": [355.0, "MPa"], "Trans. stress": [355.0, "MPa"], "Shear stress": [11.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [54.0, "MPa"], "Trans. Stress": [136.0, "MPa"], "Trans. stress": [136.0, "MPa"], "Shear stress": [4.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.67, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [37.0, "%"], "Global stiffener buckling": [3.0, "%"], "Torsional stiffener buckling": [30.0, "%"], "Web stiffener buckling": [30.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.74, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line54": {"Identification": "line54", "Plate geometry": {"Length of panel": [3600.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [340.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [16.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.6, "mm"], "Stiffener tilt": [3.6, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.196177, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [110.0, "MPa"], "Trans. Stress": [275.0, "MPa"], "Trans. stress": [275.0, "MPa"], "Shear stress": [8.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [50.0, "MPa"], "Trans. Stress": [125.0, "MPa"], "Trans. stress": [125.0, "MPa"], "Shear stress": [4.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.71, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [28.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [34.0, "%"], "Web stiffener buckling": [34.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.8, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line55": {"Identification": "line55", "Plate geometry": {"Length of panel": [3800.000000000001, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [340.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [16.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.800000000000001, "mm"], "Stiffener tilt": [3.800000000000001, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.189068, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [99.0, "MPa"], "Trans. Stress": [248.0, "MPa"], "Trans. stress": [248.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [49.0, "MPa"], "Trans. Stress": [123.0, "MPa"], "Trans. stress": [123.0, "MPa"], "Shear stress": [4.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.72, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [28.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [34.0, "%"], "Web stiffener buckling": [34.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.81, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line56": {"Identification": "line56", "Plate geometry": {"Length of panel": [4000.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [340.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [16.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [4.0, "mm"], "Stiffener tilt": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.105442, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [89.0, "MPa"], "Trans. Stress": [223.0, "MPa"], "Trans. stress": [223.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [49.0, "MPa"], "Trans. Stress": [121.0, "MPa"], "Trans. stress": [121.0, "MPa"], "Shear stress": [4.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.71, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [26.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [35.0, "%"], "Web stiffener buckling": [35.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.82, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line57": {"Identification": "line57", "Plate geometry": {"Length of panel": [4000.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [340.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [16.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [4.0, "mm"], "Stiffener tilt": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.155554, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [89.0, "MPa"], "Trans. Stress": [223.0, "MPa"], "Trans. stress": [223.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [49.0, "MPa"], "Trans. Stress": [121.0, "MPa"], "Trans. stress": [121.0, "MPa"], "Shear stress": [4.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.73, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [27.0, "%"], "Global stiffener buckling": [5.0, "%"], "Torsional stiffener buckling": [34.0, "%"], "Web stiffener buckling": [34.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.82, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line31": {"Identification": "line31", "Plate geometry": {"Length of panel": [4000.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [14.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [4.0, "mm"], "Stiffener tilt": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [70.0, "MPa"], "Trans. stress 2": [70.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.0325, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [90.0, "MPa"], "Trans. Stress": [158.0, "MPa"], "Trans. stress": [158.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [77.0, "MPa"], "Trans. Stress": [134.0, "MPa"], "Trans. stress": [134.0, "MPa"], "Shear stress": [6.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.45, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [23.0, "%"], "Global stiffener buckling": [25.0, "%"], "Torsional stiffener buckling": [26.0, "%"], "Web stiffener buckling": [26.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.52, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line32": {"Identification": "line32", "Plate geometry": {"Length of panel": [3900.0000000000005, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [14.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.9000000000000004, "mm"], "Stiffener tilt": [3.9000000000000004, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [70.0, "MPa"], "Trans. stress 2": [70.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.0325, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [95.0, "MPa"], "Trans. Stress": [166.0, "MPa"], "Trans. stress": [166.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [77.0, "MPa"], "Trans. Stress": [135.0, "MPa"], "Trans. stress": [135.0, "MPa"], "Shear stress": [6.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.45, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [24.0, "%"], "Global stiffener buckling": [21.0, "%"], "Torsional stiffener buckling": [27.0, "%"], "Web stiffener buckling": [27.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.52, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line33": {"Identification": "line33", "Plate geometry": {"Length of panel": [3799.999999999999, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [14.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.7999999999999994, "mm"], "Stiffener tilt": [3.7999999999999994, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [70.0, "MPa"], "Trans. stress 2": [70.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.0325, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [100.0, "MPa"], "Trans. Stress": [174.0, "MPa"], "Trans. stress": [174.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [78.0, "MPa"], "Trans. Stress": [136.0, "MPa"], "Trans. stress": [136.0, "MPa"], "Shear stress": [6.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.45, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [26.0, "%"], "Global stiffener buckling": [16.0, "%"], "Torsional stiffener buckling": [29.0, "%"], "Web stiffener buckling": [29.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.52, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line37": {"Identification": "line37", "Plate geometry": {"Length of panel": [3800.000000000001, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [14.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.800000000000001, "mm"], "Stiffener tilt": [3.800000000000001, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [70.0, "MPa"], "Trans. stress 2": [70.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.0325, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [100.0, "MPa"], "Trans. Stress": [174.0, "MPa"], "Trans. stress": [174.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [78.0, "MPa"], "Trans. Stress": [136.0, "MPa"], "Trans. stress": [136.0, "MPa"], "Shear stress": [6.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.45, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [26.0, "%"], "Global stiffener buckling": [16.0, "%"], "Torsional stiffener buckling": [29.0, "%"], "Web stiffener buckling": [29.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.52, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line38": {"Identification": "line38", "Plate geometry": {"Length of panel": [3800.000000000001, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [14.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.800000000000001, "mm"], "Stiffener tilt": [3.800000000000001, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [70.0, "MPa"], "Trans. stress 2": [70.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.0325, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [100.0, "MPa"], "Trans. Stress": [174.0, "MPa"], "Trans. stress": [174.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [78.0, "MPa"], "Trans. Stress": [136.0, "MPa"], "Trans. stress": [136.0, "MPa"], "Shear stress": [6.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.45, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [26.0, "%"], "Global stiffener buckling": [16.0, "%"], "Torsional stiffener buckling": [29.0, "%"], "Web stiffener buckling": [29.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.52, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line39": {"Identification": "line39", "Plate geometry": {"Length of panel": [4000.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [14.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [4.0, "mm"], "Stiffener tilt": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [70.0, "MPa"], "Trans. stress 2": [70.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.0325, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [90.0, "MPa"], "Trans. Stress": [158.0, "MPa"], "Trans. stress": [158.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [77.0, "MPa"], "Trans. Stress": [134.0, "MPa"], "Trans. stress": [134.0, "MPa"], "Shear stress": [6.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.45, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [23.0, "%"], "Global stiffener buckling": [25.0, "%"], "Torsional stiffener buckling": [26.0, "%"], "Web stiffener buckling": [26.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.52, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line40": {"Identification": "line40", "Plate geometry": {"Length of panel": [3000.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [14.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.0, "mm"], "Stiffener tilt": [3.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [70.0, "MPa"], "Trans. stress 2": [70.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.0325, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [160.0, "MPa"], "Trans. Stress": [280.0, "MPa"], "Trans. stress": [280.0, "MPa"], "Shear stress": [12.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [82.0, "MPa"], "Trans. Stress": [144.0, "MPa"], "Trans. stress": [144.0, "MPa"], "Shear stress": [6.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.41, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [31.0, "%"], "Global stiffener buckling": [3.0, "%"], "Torsional stiffener buckling": [33.0, "%"], "Web stiffener buckling": [33.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.49, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line13": {"Identification": "line13", "Plate geometry": {"Length of panel": [4000.0, "mm"], "Stiffener spacing": [775.0, "mm"], "Plate thick.": [20.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [450.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.875, "mm"], "Stiffener": [4.0, "mm"], "Stiffener tilt": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.436313, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [150.0, "MPa"], "Trans. Stress": [338.0, "MPa"], "Trans. stress": [338.0, "MPa"], "Shear stress": [19.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [63.0, "MPa"], "Trans. Stress": [141.0, "MPa"], "Trans. stress": [141.0, "MPa"], "Shear stress": [8.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.62, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [27.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [34.0, "%"], "Web stiffener buckling": [34.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.64, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line16": {"Identification": "line16", "Plate geometry": {"Length of panel": [3699.999999999999, "mm"], "Stiffener spacing": [775.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [375.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [18.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.875, "mm"], "Stiffener": [3.6999999999999993, "mm"], "Stiffener tilt": [3.6999999999999993, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.436313, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [131.0, "MPa"], "Trans. Stress": [294.0, "MPa"], "Trans. stress": [294.0, "MPa"], "Shear stress": [16.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [52.0, "MPa"], "Trans. Stress": [118.0, "MPa"], "Trans. stress": [118.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.73, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [30.0, "%"], "Global stiffener buckling": [5.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.76, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line17": {"Identification": "line17", "Plate geometry": {"Length of panel": [3600.0000000000014, "mm"], "Stiffener spacing": [775.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [375.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [18.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.875, "mm"], "Stiffener": [3.6000000000000014, "mm"], "Stiffener tilt": [3.6000000000000014, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.436313, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [138.0, "MPa"], "Trans. Stress": [311.0, "MPa"], "Trans. stress": [311.0, "MPa"], "Shear stress": [17.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [53.0, "MPa"], "Trans. Stress": [119.0, "MPa"], "Trans. stress": [119.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.72, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [31.0, "%"], "Global stiffener buckling": [5.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.76, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line18": {"Identification": "line18", "Plate geometry": {"Length of panel": [3500.0, "mm"], "Stiffener spacing": [775.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [375.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [18.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.875, "mm"], "Stiffener": [3.5, "mm"], "Stiffener tilt": [3.5, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.436313, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [146.0, "MPa"], "Trans. Stress": [329.0, "MPa"], "Trans. stress": [329.0, "MPa"], "Shear stress": [18.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [53.0, "MPa"], "Trans. Stress": [120.0, "MPa"], "Trans. stress": [120.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.71, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [32.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.75, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line19": {"Identification": "line19", "Plate geometry": {"Length of panel": [3800.000000000001, "mm"], "Stiffener spacing": [775.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [375.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [18.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.875, "mm"], "Stiffener": [3.800000000000001, "mm"], "Stiffener tilt": [3.800000000000001, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.436313, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [124.0, "MPa"], "Trans. Stress": [279.0, "MPa"], "Trans. stress": [279.0, "MPa"], "Shear stress": [15.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [52.0, "MPa"], "Trans. Stress": [117.0, "MPa"], "Trans. stress": [117.0, "MPa"], "Shear stress": [6.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.74, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [30.0, "%"], "Global stiffener buckling": [5.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.77, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line20": {"Identification": "line20", "Plate geometry": {"Length of panel": [3800.000000000001, "mm"], "Stiffener spacing": [775.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [375.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [18.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.875, "mm"], "Stiffener": [3.800000000000001, "mm"], "Stiffener tilt": [3.800000000000001, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.436313, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [124.0, "MPa"], "Trans. Stress": [279.0, "MPa"], "Trans. stress": [279.0, "MPa"], "Shear stress": [15.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [52.0, "MPa"], "Trans. Stress": [117.0, "MPa"], "Trans. stress": [117.0, "MPa"], "Shear stress": [6.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.74, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [30.0, "%"], "Global stiffener buckling": [5.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.77, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line43": {"Identification": "line43", "Plate geometry": {"Length of panel": [3199.999999999999, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [325.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [16.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.1999999999999993, "mm"], "Stiffener tilt": [3.1999999999999993, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [80.0, "MPa"], "Trans. stress 2": [80.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.393657, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [165.0, "MPa"], "Trans. Stress": [330.0, "MPa"], "Trans. stress": [330.0, "MPa"], "Shear stress": [21.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [64.0, "MPa"], "Trans. Stress": [128.0, "MPa"], "Trans. stress": [128.0, "MPa"], "Shear stress": [8.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.58, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [32.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.62, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line44": {"Identification": "line44", "Plate geometry": {"Length of panel": [3400.0000000000005, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [325.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [16.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.4000000000000004, "mm"], "Stiffener tilt": [3.4000000000000004, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [80.0, "MPa"], "Trans. stress 2": [80.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.348157, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [147.0, "MPa"], "Trans. Stress": [293.0, "MPa"], "Trans. stress": [293.0, "MPa"], "Shear stress": [18.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [63.0, "MPa"], "Trans. Stress": [126.0, "MPa"], "Trans. stress": [126.0, "MPa"], "Shear stress": [8.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.58, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [31.0, "%"], "Global stiffener buckling": [5.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.64, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line45": {"Identification": "line45", "Plate geometry": {"Length of panel": [3400.0000000000005, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [325.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [16.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.4000000000000004, "mm"], "Stiffener tilt": [3.4000000000000004, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [80.0, "MPa"], "Trans. stress 2": [80.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.299813, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [147.0, "MPa"], "Trans. Stress": [293.0, "MPa"], "Trans. stress": [293.0, "MPa"], "Shear stress": [18.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [63.0, "MPa"], "Trans. Stress": [126.0, "MPa"], "Trans. stress": [126.0, "MPa"], "Shear stress": [8.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.57, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [30.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [33.0, "%"], "Web stiffener buckling": [33.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.64, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line46": {"Identification": "line46", "Plate geometry": {"Length of panel": [3600.0000000000014, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [325.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [16.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.6000000000000014, "mm"], "Stiffener tilt": [3.6000000000000014, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [80.0, "MPa"], "Trans. stress 2": [80.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.251469, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [130.0, "MPa"], "Trans. Stress": [261.0, "MPa"], "Trans. stress": [261.0, "MPa"], "Shear stress": [16.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [62.0, "MPa"], "Trans. Stress": [124.0, "MPa"], "Trans. stress": [124.0, "MPa"], "Shear stress": [8.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.58, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [29.0, "%"], "Global stiffener buckling": [5.0, "%"], "Torsional stiffener buckling": [33.0, "%"], "Web stiffener buckling": [33.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.65, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line47": {"Identification": "line47", "Plate geometry": {"Length of panel": [3800.000000000001, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [325.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [16.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.800000000000001, "mm"], "Stiffener tilt": [3.800000000000001, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [80.0, "MPa"], "Trans. stress 2": [80.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.200281, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [117.0, "MPa"], "Trans. Stress": [234.0, "MPa"], "Trans. stress": [234.0, "MPa"], "Shear stress": [15.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [61.0, "MPa"], "Trans. Stress": [122.0, "MPa"], "Trans. stress": [122.0, "MPa"], "Shear stress": [8.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.58, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [28.0, "%"], "Global stiffener buckling": [5.0, "%"], "Torsional stiffener buckling": [33.0, "%"], "Web stiffener buckling": [33.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.66, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line48": {"Identification": "line48", "Plate geometry": {"Length of panel": [4000.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [325.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [16.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [4.0, "mm"], "Stiffener tilt": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [80.0, "MPa"], "Trans. stress 2": [80.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.14625, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [106.0, "MPa"], "Trans. Stress": [212.0, "MPa"], "Trans. stress": [212.0, "MPa"], "Shear stress": [13.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [60.0, "MPa"], "Trans. Stress": [120.0, "MPa"], "Trans. stress": [120.0, "MPa"], "Shear stress": [8.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.58, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [27.0, "%"], "Global stiffener buckling": [6.0, "%"], "Torsional stiffener buckling": [34.0, "%"], "Web stiffener buckling": [34.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.66, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line49": {"Identification": "line49", "Plate geometry": {"Length of panel": [4000.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [325.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [16.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [4.0, "mm"], "Stiffener tilt": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [80.0, "MPa"], "Trans. stress 2": [80.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.089375, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [106.0, "MPa"], "Trans. Stress": [212.0, "MPa"], "Trans. stress": [212.0, "MPa"], "Shear stress": [13.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [60.0, "MPa"], "Trans. Stress": [120.0, "MPa"], "Trans. stress": [120.0, "MPa"], "Shear stress": [8.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.57, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [27.0, "%"], "Global stiffener buckling": [5.0, "%"], "Torsional stiffener buckling": [34.0, "%"], "Web stiffener buckling": [34.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.66, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line1": {"Identification": "line1", "Plate geometry": {"Length of panel": [2500.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [2.5, "mm"], "Stiffener tilt": [2.5, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [20.0, "MPa"], "Trans. stress": [40.0, "MPa"], "Trans. stress 2": [40.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.47186, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [193.0, "MPa"], "Trans. Stress": [386.0, "MPa"], "Trans. stress": [386.0, "MPa"], "Shear stress": [48.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [61.0, "MPa"], "Trans. Stress": [121.0, "MPa"], "Trans. stress": [121.0, "MPa"], "Shear stress": [15.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.32, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [42.0, "%"], "Global stiffener buckling": [3.0, "%"], "Torsional stiffener buckling": [27.0, "%"], "Web stiffener buckling": [27.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.33, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line23": {"Identification": "line23", "Plate geometry": {"Length of panel": [3000.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [15.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [350.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.0, "mm"], "Stiffener tilt": [3.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.387068, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [169.0, "MPa"], "Trans. Stress": [381.0, "MPa"], "Trans. stress": [381.0, "MPa"], "Shear stress": [21.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [45.0, "MPa"], "Trans. Stress": [101.0, "MPa"], "Trans. stress": [101.0, "MPa"], "Shear stress": [6.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.8, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [39.0, "%"], "Global stiffener buckling": [3.0, "%"], "Torsional stiffener buckling": [29.0, "%"], "Web stiffener buckling": [29.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.89, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line24": {"Identification": "line24", "Plate geometry": {"Length of panel": [3200.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [350.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.2, "mm"], "Stiffener tilt": [3.2, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.349613, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [168.0, "MPa"], "Trans. Stress": [379.0, "MPa"], "Trans. stress": [379.0, "MPa"], "Shear stress": [21.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [58.0, "MPa"], "Trans. Stress": [132.0, "MPa"], "Trans. stress": [132.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.63, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [34.0, "%"], "Global stiffener buckling": [3.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.68, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line25": {"Identification": "line25", "Plate geometry": {"Length of panel": [3400.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [350.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.4, "mm"], "Stiffener tilt": [3.4, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.309662, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [149.0, "MPa"], "Trans. Stress": [336.0, "MPa"], "Trans. stress": [336.0, "MPa"], "Shear stress": [19.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [57.0, "MPa"], "Trans. Stress": [129.0, "MPa"], "Trans. stress": [129.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.64, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [32.0, "%"], "Global stiffener buckling": [3.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.7, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line26": {"Identification": "line26", "Plate geometry": {"Length of panel": [3400.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [320.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.4, "mm"], "Stiffener tilt": [3.4, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.267214, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [136.0, "MPa"], "Trans. Stress": [305.0, "MPa"], "Trans. stress": [305.0, "MPa"], "Shear stress": [17.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [57.0, "MPa"], "Trans. Stress": [128.0, "MPa"], "Trans. stress": [128.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.63, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [32.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.7, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line27": {"Identification": "line27", "Plate geometry": {"Length of panel": [3600.0000000000014, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [15.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [320.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.6000000000000014, "mm"], "Stiffener tilt": [3.6000000000000014, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.224765, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [107.0, "MPa"], "Trans. Stress": [241.0, "MPa"], "Trans. stress": [241.0, "MPa"], "Shear stress": [13.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [41.0, "MPa"], "Trans. Stress": [92.0, "MPa"], "Trans. stress": [92.0, "MPa"], "Shear stress": [5.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.82, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [32.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.98, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line28": {"Identification": "line28", "Plate geometry": {"Length of panel": [3800.000000000001, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [15.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [320.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.800000000000001, "mm"], "Stiffener tilt": [3.800000000000001, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.17982, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [96.0, "MPa"], "Trans. Stress": [216.0, "MPa"], "Trans. stress": [216.0, "MPa"], "Shear stress": [12.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [40.0, "MPa"], "Trans. Stress": [90.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Shear stress": [5.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.82, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [31.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [1.0, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line29": {"Identification": "line29", "Plate geometry": {"Length of panel": [4000.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [15.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [300.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [4.0, "mm"], "Stiffener tilt": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.132378, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [81.0, "MPa"], "Trans. Stress": [182.0, "MPa"], "Trans. stress": [182.0, "MPa"], "Shear stress": [10.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [39.0, "MPa"], "Trans. Stress": [88.0, "MPa"], "Trans. stress": [88.0, "MPa"], "Shear stress": [5.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.83, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [31.0, "%"], "Global stiffener buckling": [5.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [1.02, null], "Allowable usage factor": [1.0, null], "Status": ["Not ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line30": {"Identification": "line30", "Plate geometry": {"Length of panel": [4000.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [15.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [300.0, "mm"], "Web thick.": [12.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [4.0, "mm"], "Stiffener tilt": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.082439, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [81.0, "MPa"], "Trans. Stress": [182.0, "MPa"], "Trans. stress": [182.0, "MPa"], "Shear stress": [10.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [39.0, "MPa"], "Trans. Stress": [88.0, "MPa"], "Trans. stress": [88.0, "MPa"], "Shear stress": [5.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.8, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [30.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [33.0, "%"], "Web stiffener buckling": [33.0, "%"]}, "Buckling strength": {"Actual usage Factor": [1.02, null], "Allowable usage factor": [1.0, null], "Status": ["Not ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line58": {"Identification": "line58", "Plate geometry": {"Length of panel": [2500.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [2.5, "mm"], "Stiffener tilt": [2.5, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1894.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [316.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [356.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [33.0, "%"], "Global stiffener buckling": [2.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line59": {"Identification": "line59", "Plate geometry": {"Length of panel": [2500.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [2.5, "mm"], "Stiffener tilt": [2.5, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1894.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [316.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [356.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [33.0, "%"], "Global stiffener buckling": [2.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line61": {"Identification": "line61", "Plate geometry": {"Length of panel": [2500.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [2.5, "mm"], "Stiffener tilt": [2.5, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1894.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [316.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [356.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [33.0, "%"], "Global stiffener buckling": [2.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line62": {"Identification": "line62", "Plate geometry": {"Length of panel": [2500.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [2.5, "mm"], "Stiffener tilt": [2.5, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1894.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [316.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [356.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [33.0, "%"], "Global stiffener buckling": [2.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line63": {"Identification": "line63", "Plate geometry": {"Length of panel": [2500.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [2.5, "mm"], "Stiffener tilt": [2.5, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1894.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [316.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [356.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [33.0, "%"], "Global stiffener buckling": [2.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line64": {"Identification": "line64", "Plate geometry": {"Length of panel": [2500.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [2.5, "mm"], "Stiffener tilt": [2.5, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1894.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [316.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [356.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [33.0, "%"], "Global stiffener buckling": [2.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line65": {"Identification": "line65", "Plate geometry": {"Length of panel": [2500.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [2.5, "mm"], "Stiffener tilt": [2.5, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1894.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [316.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [356.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [33.0, "%"], "Global stiffener buckling": [2.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line66": {"Identification": "line66", "Plate geometry": {"Length of panel": [2500.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [2.5, "mm"], "Stiffener tilt": [2.5, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1894.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [316.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [356.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [33.0, "%"], "Global stiffener buckling": [2.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line21": {"Identification": "line21", "Plate geometry": {"Length of panel": [4000.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [4.0, "mm"], "Stiffener tilt": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [737.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [123.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [354.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.23, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [31.0, "%"], "Global stiffener buckling": [10.0, "%"], "Torsional stiffener buckling": [30.0, "%"], "Web stiffener buckling": [30.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.23, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line42": {"Identification": "line42", "Plate geometry": {"Length of panel": [3000.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.0, "mm"], "Stiffener tilt": [3.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1309.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [218.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [353.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [34.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [31.0, "%"], "Web stiffener buckling": [31.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line22": {"Identification": "line22", "Plate geometry": {"Length of panel": [3000.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.0, "mm"], "Stiffener tilt": [3.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1309.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [218.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [353.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [34.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [31.0, "%"], "Web stiffener buckling": [31.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line67": {"Identification": "line67", "Plate geometry": {"Length of panel": [3000.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.0, "mm"], "Stiffener tilt": [3.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1309.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [218.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [353.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [34.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [31.0, "%"], "Web stiffener buckling": [31.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line68": {"Identification": "line68", "Plate geometry": {"Length of panel": [3000.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.0, "mm"], "Stiffener tilt": [3.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1309.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [218.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [353.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [34.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [31.0, "%"], "Web stiffener buckling": [31.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line69": {"Identification": "line69", "Plate geometry": {"Length of panel": [3000.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.0, "mm"], "Stiffener tilt": [3.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1309.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [218.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [353.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [34.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [31.0, "%"], "Web stiffener buckling": [31.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line70": {"Identification": "line70", "Plate geometry": {"Length of panel": [3000.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.0, "mm"], "Stiffener tilt": [3.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1309.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [218.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [353.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [34.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [31.0, "%"], "Web stiffener buckling": [31.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line71": {"Identification": "line71", "Plate geometry": {"Length of panel": [3000.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.0, "mm"], "Stiffener tilt": [3.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1309.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [218.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [353.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [34.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [31.0, "%"], "Web stiffener buckling": [31.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line72": {"Identification": "line72", "Plate geometry": {"Length of panel": [3000.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.0, "mm"], "Stiffener tilt": [3.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1309.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [218.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [353.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [34.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [31.0, "%"], "Web stiffener buckling": [31.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line73": {"Identification": "line73", "Plate geometry": {"Length of panel": [3000.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.0, "mm"], "Stiffener tilt": [3.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1309.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [218.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [353.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [34.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [31.0, "%"], "Web stiffener buckling": [31.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line60": {"Identification": "line60", "Plate geometry": {"Length of panel": [2500.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [14.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["Flatbar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [18.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [2.5, "mm"], "Stiffener tilt": [2.5, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Bound cond.": {"In-plane support": ["Girder - long", null]}, "Global elastic buckling": {"Axial stress": [1894.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [316.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [356.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Shear stress": [59.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [33.0, "%"], "Global stiffener buckling": [2.0, "%"], "Torsional stiffener buckling": [32.0, "%"], "Web stiffener buckling": [32.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.21, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["-", null], "Flange": ["-", null], "stiffness": ["Ok", null]}}, "line80": {"Identification": "line80", "Geometry": {"Plate length": [2400.0000000000005, "mm"], "Plate width": [800.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Model imp.": {"Model plate imperf.": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield st. plate": [355.0, "MPa"], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Axial stress 2": [60.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. Stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Boundary conditions": {"In-plane support": ["Girder - long", null], "Rotational support": ["SS", "MNm/m"], "Rotational support 2": ["SS", "MNm/m"]}, "Elastic buckling": {"Axial stress": [380.0, "MPa"], "Axial stress 2": [380.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [63.0, "MPa"]}, "Ultimate capacity": {"Status": ["Ok", null], "Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null]}, "Buckling strength": {"Status": ["Ok", null], "Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null]}, "Geom. Req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank req": {"Plate slenderness": ["Ok", null]}}, "line79": {"Identification": "line79", "Geometry": {"Plate length": [2400.0000000000005, "mm"], "Plate width": [800.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Model imp.": {"Model plate imperf.": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield st. plate": [355.0, "MPa"], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Axial stress 2": [60.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. Stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Boundary conditions": {"In-plane support": ["Girder - long", null], "Rotational support": ["SS", "MNm/m"], "Rotational support 2": ["SS", "MNm/m"]}, "Elastic buckling": {"Axial stress": [380.0, "MPa"], "Axial stress 2": [380.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [63.0, "MPa"]}, "Ultimate capacity": {"Status": ["Ok", null], "Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null]}, "Buckling strength": {"Status": ["Ok", null], "Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null]}, "Geom. Req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank req": {"Plate slenderness": ["Ok", null]}}, "line78": {"Identification": "line78", "Geometry": {"Plate length": [2400.0000000000005, "mm"], "Plate width": [800.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Model imp.": {"Model plate imperf.": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield st. plate": [355.0, "MPa"], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Axial stress 2": [60.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. Stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Boundary conditions": {"In-plane support": ["Girder - long", null], "Rotational support": ["SS", "MNm/m"], "Rotational support 2": ["SS", "MNm/m"]}, "Elastic buckling": {"Axial stress": [380.0, "MPa"], "Axial stress 2": [380.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [63.0, "MPa"]}, "Ultimate capacity": {"Status": ["Ok", null], "Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null]}, "Buckling strength": {"Status": ["Ok", null], "Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null]}, "Geom. Req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank req": {"Plate slenderness": ["Ok", null]}}, "line77": {"Identification": "line77", "Geometry": {"Plate length": [2400.0000000000005, "mm"], "Plate width": [800.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Model imp.": {"Model plate imperf.": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield st. plate": [355.0, "MPa"], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Axial stress 2": [60.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. Stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Boundary conditions": {"In-plane support": ["Girder - long", null], "Rotational support": ["SS", "MNm/m"], "Rotational support 2": ["SS", "MNm/m"]}, "Elastic buckling": {"Axial stress": [380.0, "MPa"], "Axial stress 2": [380.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [63.0, "MPa"]}, "Ultimate capacity": {"Status": ["Ok", null], "Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null]}, "Buckling strength": {"Status": ["Ok", null], "Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null]}, "Geom. Req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank req": {"Plate slenderness": ["Ok", null]}}, "line76": {"Identification": "line76", "Geometry": {"Plate length": [2400.0000000000005, "mm"], "Plate width": [800.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Model imp.": {"Model plate imperf.": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield st. plate": [355.0, "MPa"], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Axial stress 2": [60.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. Stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Boundary conditions": {"In-plane support": ["Girder - long", null], "Rotational support": ["SS", "MNm/m"], "Rotational support 2": ["SS", "MNm/m"]}, "Elastic buckling": {"Axial stress": [380.0, "MPa"], "Axial stress 2": [380.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [63.0, "MPa"]}, "Ultimate capacity": {"Status": ["Ok", null], "Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null]}, "Buckling strength": {"Status": ["Ok", null], "Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null]}, "Geom. Req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank req": {"Plate slenderness": ["Ok", null]}}, "line75": {"Identification": "line75", "Geometry": {"Plate length": [2400.0000000000005, "mm"], "Plate width": [800.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Model imp.": {"Model plate imperf.": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield st. plate": [355.0, "MPa"], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Axial stress 2": [60.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. Stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Boundary conditions": {"In-plane support": ["Girder - long", null], "Rotational support": ["SS", "MNm/m"], "Rotational support 2": ["SS", "MNm/m"]}, "Elastic buckling": {"Axial stress": [380.0, "MPa"], "Axial stress 2": [380.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [63.0, "MPa"]}, "Ultimate capacity": {"Status": ["Ok", null], "Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null]}, "Buckling strength": {"Status": ["Ok", null], "Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null]}, "Geom. Req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank req": {"Plate slenderness": ["Ok", null]}}, "line74": {"Identification": "line74", "Geometry": {"Plate length": [2400.0000000000005, "mm"], "Plate width": [800.0, "mm"], "Plate thick.": [18.0, "mm"]}, "Model imp.": {"Model plate imperf.": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield st. plate": [355.0, "MPa"], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [60.0, "MPa"], "Axial stress 2": [60.0, "MPa"], "Trans. Stress": [0.0, "MPa"], "Trans. Stress 2": [0.0, "MPa"], "Shear stress": [10.0, "MPa"], "Pressure (fixed)": [0.0, "MPa"]}, "Boundary conditions": {"In-plane support": ["Girder - long", null], "Rotational support": ["SS", "MNm/m"], "Rotational support 2": ["SS", "MNm/m"]}, "Elastic buckling": {"Axial stress": [380.0, "MPa"], "Axial stress 2": [380.0, "MPa"], "Trans. stress": [0.0, "MPa"], "Trans. stress 2": [0.0, "MPa"], "Shear stress": [63.0, "MPa"]}, "Ultimate capacity": {"Status": ["Ok", null], "Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null]}, "Buckling strength": {"Status": ["Ok", null], "Actual usage Factor": [0.22, null], "Allowable usage factor": [1.0, null]}, "Geom. Req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank req": {"Plate slenderness": ["Ok", null]}}, "line10": {"Identification": "line10", "Plate geometry": {"Length of panel": [3800.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [25.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [400.0, "mm"], "Web thick.": [20.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.8000000000000003, "mm"], "Stiffener tilt": [3.8000000000000003, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [50.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.487211, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [207.0, "MPa"], "Trans. Stress": [413.0, "MPa"], "Trans. stress": [413.0, "MPa"], "Shear stress": [21.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [117.0, "MPa"], "Trans. Stress": [233.0, "MPa"], "Trans. stress": [233.0, "MPa"], "Shear stress": [12.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.45, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [24.0, "%"], "Global stiffener buckling": [5.0, "%"], "Torsional stiffener buckling": [36.0, "%"], "Web stiffener buckling": [36.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.45, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line11": {"Identification": "line11", "Plate geometry": {"Length of panel": [4000.0, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [25.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [500.0, "mm"], "Web thick.": [20.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [4.0, "mm"], "Stiffener tilt": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [50.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.521418, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [241.0, "MPa"], "Trans. Stress": [481.0, "MPa"], "Trans. stress": [481.0, "MPa"], "Shear stress": [24.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [116.0, "MPa"], "Trans. Stress": [232.0, "MPa"], "Trans. stress": [232.0, "MPa"], "Shear stress": [12.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.45, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [21.0, "%"], "Global stiffener buckling": [3.0, "%"], "Torsional stiffener buckling": [38.0, "%"], "Web stiffener buckling": [38.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.45, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line12": {"Identification": "line12", "Plate geometry": {"Length of panel": [3905.1200000000003, "mm"], "Stiffener spacing": [750.0, "mm"], "Plate thick.": [25.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [500.0, "mm"], "Web thick.": [20.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.75, "mm"], "Stiffener": [3.9051200000000006, "mm"], "Stiffener tilt": [3.9051200000000006, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [50.0, "MPa"], "Trans. stress": [100.0, "MPa"], "Trans. stress 2": [100.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.557214, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [252.0, "MPa"], "Trans. Stress": [504.0, "MPa"], "Trans. stress": [504.0, "MPa"], "Shear stress": [25.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [117.0, "MPa"], "Trans. Stress": [234.0, "MPa"], "Trans. stress": [234.0, "MPa"], "Shear stress": [12.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.45, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [21.0, "%"], "Global stiffener buckling": [3.0, "%"], "Torsional stiffener buckling": [38.0, "%"], "Web stiffener buckling": [38.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.45, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line34": {"Identification": "line34", "Plate geometry": {"Length of panel": [3700.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [12.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [14.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [14.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.7, "mm"], "Stiffener tilt": [3.7, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [70.0, "MPa"], "Trans. stress 2": [70.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.0325, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [81.0, "MPa"], "Trans. Stress": [142.0, "MPa"], "Trans. stress": [142.0, "MPa"], "Shear stress": [6.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [38.0, "MPa"], "Trans. Stress": [67.0, "MPa"], "Trans. stress": [67.0, "MPa"], "Shear stress": [3.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.71, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [30.0, "%"], "Global stiffener buckling": [4.0, "%"], "Torsional stiffener buckling": [33.0, "%"], "Web stiffener buckling": [33.0, "%"]}, "Buckling strength": {"Actual usage Factor": [1.04, null], "Allowable usage factor": [1.0, null], "Status": ["Not ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line35": {"Identification": "line35", "Plate geometry": {"Length of panel": [3600.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [12.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [14.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [14.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.6, "mm"], "Stiffener tilt": [3.6, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [70.0, "MPa"], "Trans. stress 2": [70.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.0325, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [86.0, "MPa"], "Trans. Stress": [151.0, "MPa"], "Trans. stress": [151.0, "MPa"], "Shear stress": [6.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [39.0, "MPa"], "Trans. Stress": [68.0, "MPa"], "Trans. stress": [68.0, "MPa"], "Shear stress": [3.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.7, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [31.0, "%"], "Global stiffener buckling": [3.0, "%"], "Torsional stiffener buckling": [33.0, "%"], "Web stiffener buckling": [33.0, "%"]}, "Buckling strength": {"Actual usage Factor": [1.03, null], "Allowable usage factor": [1.0, null], "Status": ["Not ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line36": {"Identification": "line36", "Plate geometry": {"Length of panel": [3500.0, "mm"], "Stiffener spacing": [700.0, "mm"], "Plate thick.": [12.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [250.0, "mm"], "Web thick.": [14.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [14.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.5, "mm"], "Stiffener": [3.5, "mm"], "Stiffener tilt": [3.5, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [70.0, "MPa"], "Trans. stress 2": [70.0, "MPa"], "Shear stress": [3.0, "MPa"], "Pressure (fixed)": [0.0325, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [91.0, "MPa"], "Trans. Stress": [159.0, "MPa"], "Trans. stress": [159.0, "MPa"], "Shear stress": [7.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [39.0, "MPa"], "Trans. Stress": [69.0, "MPa"], "Trans. stress": [69.0, "MPa"], "Shear stress": [3.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.69, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [31.0, "%"], "Global stiffener buckling": [3.0, "%"], "Torsional stiffener buckling": [33.0, "%"], "Web stiffener buckling": [33.0, "%"]}, "Buckling strength": {"Actual usage Factor": [1.02, null], "Allowable usage factor": [1.0, null], "Status": ["Not ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line14": {"Identification": "line14", "Plate geometry": {"Length of panel": [4000.0, "mm"], "Stiffener spacing": [775.0, "mm"], "Plate thick.": [20.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [450.0, "mm"], "Web thick.": [20.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.875, "mm"], "Stiffener": [4.0, "mm"], "Stiffener tilt": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.436313, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [161.0, "MPa"], "Trans. Stress": [362.0, "MPa"], "Trans. stress": [362.0, "MPa"], "Shear stress": [20.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [66.0, "MPa"], "Trans. Stress": [148.0, "MPa"], "Trans. stress": [148.0, "MPa"], "Shear stress": [8.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.58, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [24.0, "%"], "Global stiffener buckling": [3.0, "%"], "Torsional stiffener buckling": [36.0, "%"], "Web stiffener buckling": [36.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.61, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line15": {"Identification": "line15", "Plate geometry": {"Length of panel": [4000.0, "mm"], "Stiffener spacing": [775.0, "mm"], "Plate thick.": [20.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. Height": [450.0, "mm"], "Web thick.": [20.0, "mm"], "Flange width": [150.0, "mm"], "Flange thick.": [20.0, "mm"], "Flange ecc.": [0.0, "mm"], "Tilt angle": [0.0, "degrees"]}, "Secondary stiffeners": {"Number of sec. stiffeners": [0.0, null], "Secondary stiffener type": ["Flatbar", null], "Stiffener boundary": ["SS", null], "Stiff. Height": [0.0, "mm"], "Web thick.": [0.0, "mm"], "Flange width": [0.0, "mm"], "Flange thick.": [0.0, "mm"]}, "Model imperfections": {"Imp. level": ["Default", null], "Plate": [3.875, "mm"], "Stiffener": [4.0, "mm"], "Stiffener tilt": [4.0, "mm"]}, "Material": {"Modulus of elasticity": [210000.0, "MPa"], "Poisson's ratio": [0.3, null], "Yield stress plate": [355.0, "MPa"], "Yield stress stiffener": [355.0, "MPa"]}, "Aluminium prop": {"HAZ pattern": ["-", null], "HAZ red. factor": ["-", null]}, "Applied loads": {"Axial stress": [40.0, "MPa"], "Trans. stress": [90.0, "MPa"], "Trans. stress 2": [90.0, "MPa"], "Shear stress": [5.0, "MPa"], "Pressure (fixed)": [0.436313, "MPa"]}, "Bound cond.": {"In-plane support": ["Integrated", null]}, "Global elastic buckling": {"Axial stress": [161.0, "MPa"], "Trans. Stress": [362.0, "MPa"], "Trans. stress": [362.0, "MPa"], "Shear stress": [20.0, "MPa"]}, "Local elastic buckling": {"Axial stress": [66.0, "MPa"], "Trans. Stress": [148.0, "MPa"], "Trans. stress": [148.0, "MPa"], "Shear stress": [8.0, "MPa"]}, "Ultimate capacity": {"Actual usage Factor": [0.58, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Failure modes": {"Plate buckling": [24.0, "%"], "Global stiffener buckling": [3.0, "%"], "Torsional stiffener buckling": [36.0, "%"], "Web stiffener buckling": [36.0, "%"]}, "Buckling strength": {"Actual usage Factor": [0.61, null], "Allowable usage factor": [1.0, null], "Status": ["Ok", null]}, "Local geom req (PULS validity limits)": {"Plate slenderness": ["Ok", null], "Web slend": ["Ok", null], "Web flange ratio": ["Ok", null], "Flange slend ": ["Ok", null], "Aspect ratio": ["Ok", null]}, "CSR-Tank requirements (primary stiffeners)": {"Plating": ["Ok", null], "Web": ["Ok", null], "Web-flange": ["Ok", null], "Flange": ["Ok", null], "stiffness": ["Ok", null]}}, "line41": {"Identification": "line41", "Plate geometry": {"Length of panel": [5000.0, "mm"], "Stiffener spacing": [775.0, "mm"], "Plate thick.": [25.0, "mm"]}, "Primary stiffeners": {"Number of stiffeners": [10.0, null], "Stiffener type": ["T-bar", null], "Stiffener boundary": ["Cont", null], "Stiff. 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