Laserfiche WebLink
Σ Total 3972.07 15.432 4804.8 <br />Total 24.86 0.126 62.7 <br />6 Cable PE (Pfeifer)Members 24.86 0.126 62.7 <br />Total 3616.49 5.931 148.3 <br />8 Commercial 95 Shade Fabric Surfaces 3616.49 5.931 148.3 <br />Total 330.72 9.375 4593.8 <br />2 A500, Grade C Members 330.72 9.375 4593.8 <br />No.Material Name Object Type C∑ [ft2]V∑ [ft3]M∑ [lb] <br />Material Tot. Coating Tot. Volume Total Mass <br />D LC2 - Dead Load <br />Speed of convergence 1.00 -- <br />Integrate preliminary form-finding <br />Number of iterations for loading prestress 15 <br />Plate bending theory Mindlin <br />Method for Equation System Direct <br />Try to calculate unstable structure <br />Consider favorable effects due to tension forces of members <br />Divide results by load factor <br />Multiplier factor 1.00 -- <br />Modify loading by multiplier factor <br />Number of load increments 1 <br />Maximum number of iterations 500 <br />Iterative method Newton-Raphson <br />Analysis type Large deformations <br />Static Analysis Settings No. 1 - Large deformations | Newton-Raphson | 500 | 1 <br />Infinity Norm 1.98e+14 -- <br />Stiffness matrix determinant 1.15e+18344 -- <br />Minimum value of element of stiffness matrix on diagonal 100.00 -- <br />Maximum value of element of stiffness matrix on diagonal 8.94e+13 -- <br />Number of iterations 31 <br />Calculation statistic <br />Maximum rotation about Z-axis 0.0 mrad <br />Maximum rotation about Y-axis 0.7 mrad Member No. 5, x: 13.330000 ft <br />Maximum rotation about X-axis -1.0 mrad Member No. 2, x: 19.330000 ft <br />Maximum vectorial displacement 47.645 in Member No. 13, x: 20.689090 ft <br />Maximum displacement in Z-direction 9.636 in Member No. 9, x: 19.155968 ft <br />Maximum displacement in Y-direction 47.581 in Member No. 11, x: 19.842565 ft <br />Maximum displacement in X-direction -47.644 in Member No. 13, x: 20.689090 ft <br />Maximum deformations <br />Resultant of reactions about Z 0.00 kipft At center of gravity of model <br />Resultant of reactions about Y 0.00 kipft At center of gravity of model <br />Resultant of reactions about X 0.00 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) <br />Resultant of reactions <br />Sum of support forces in Z 0.000 kip <br />Sum of loads in Z 0.000 kip <br />Sum of support forces in Y 0.000 kip <br />Sum of loads in Y 0.000 kip <br />Sum of support forces in X 0.000 kip <br />Sum of loads in X 0.000 kip <br />Sum of loads and sum of support forces <br />Tp LC1 - Prestress <br />Description Value Unit Notes