712 S Bristol St - Plan - Laserfiche WebLink

Home Browse Search

Number of iterations for loading prestress 15 Plate bending theory Mindlin Method for Equation System Direct Try to calculate unstable structure Consider favorable effects due to tension forces of members Divide results by load factor Multiplier factor 1.00 -- Modify loading by multiplier factor Number of load increments 1 Maximum number of iterations 500 Iterative method Newton-Raphson Analysis type Large deformations Static Analysis Settings No. 1 - Large deformations | Newton-Raphson | 500 | 1 Infinity Norm 1.27e+14 -- Stiffness matrix determinant 7.06e+13629 -- Minimum value of element of stiffness matrix on diagonal 100.00 -- Maximum value of element of stiffness matrix on diagonal 5.71e+13 -- Number of iterations 9 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Member No. 1, x: 0.000000 ft Maximum rotation about Y-axis 6.5 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis -6.3 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 50.769 in FE node No. 582: (31.708218, -11.192625, 15.480000 ft) Maximum displacement in Z-direction 31.093 in FE node No. 137: (-17.182116, -9.004946, 15.673076 ft) Maximum displacement in Y-direction 47.309 in Member No. 11, x: 19.842565 ft Maximum displacement in X-direction -50.208 in Member No. 13, x: 17.506153 ft Maximum deformations Resultant of reactions about Z 7.68 kipft At center of gravity of model Resultant of reactions about Y 4.28 kipft At center of gravity of model Resultant of reactions about X 20.50 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -4.519 kip Deviation: 0.00 % Sum of loads in Z -4.519 kip Sum of support forces in Y -2.409 kip Deviation: 0.00 % Sum of loads in Y -2.409 kip Sum of support forces in X -0.534 kip Deviation: 0.00 % Sum of loads in X -0.534 kip Sum of loads and sum of support forces 4 CO20 - 1.20D + W2 + 0.50S Speed of convergence 1.00 -- Integrate preliminary form-finding Number of iterations for loading prestress 15 Plate bending theory Mindlin Method for Equation System Direct Try to calculate unstable structure Consider favorable effects due to tension forces of members Divide results by load factor Multiplier factor 1.00 -- Modify loading by multiplier factor Number of load increments 1 Maximum number of iterations 500 Iterative method Newton-Raphson Analysis type Large deformations Static Analysis Settings No. 1 - Large deformations | Newton-Raphson | 500 | 1 Infinity Norm 1.27e+14 -- Stiffness matrix determinant 8.64e+13760 -- Minimum value of element of stiffness matrix on diagonal 100.00 -- Maximum value of element of stiffness matrix on diagonal 5.71e+13 -- Number of iterations 10 Calculation statistic Maximum rotation about Z-axis -0.1 mrad Member No. 4, x: 19.313500 ft Maximum rotation about Y-axis 11.3 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis -12.8 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 53.573 in Member No. 9, x: 19.155968 ft Description Value Unit Notes