712 S Bristol St - Plan - Laserfiche WebLink

Home Browse Search

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 3.32e+13910 -- 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 11 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Member No. 1, x: 0.000000 ft Maximum rotation about Y-axis 8.6 mrad FE node No. 5: (-7.162202, -33.018136, 19.000000 ft) Maximum rotation about X-axis -11.1 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 63.874 in FE node No. 620: (14.075309, -15.826300, 15.240000 ft) Maximum displacement in Z-direction -63.695 in FE node No. 620: (14.075309, -15.826300, 15.240000 ft) Maximum displacement in Y-direction 50.940 in Member No. 11, x: 18.189018 ft Maximum displacement in X-direction -50.780 in Member No. 13, x: 20.689090 ft Maximum deformations Resultant of reactions about Z 0.00 kipft At center of gravity of model Resultant of reactions about Y 15.07 kipft At center of gravity of model Resultant of reactions about X 19.60 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -5.783 kip Deviation: 0.00 % Sum of loads in Z -5.783 kip Sum of support forces in Y 0.000 kip Sum of loads in Y 0.000 kip Sum of support forces in X 0.000 kip Sum of loads in X 0.000 kip Sum of loads and sum of support forces Lr LC12 - Live Load 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 5.33e+13667 -- 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 8 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Member No. 4, x: 19.548077 ft Maximum rotation about Y-axis 6.7 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis -8.5 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 50.419 in Member No. 13, x: 22.280559 ft Maximum displacement in Z-direction -30.639 in FE node No. 178: (-12.748286, -13.507419, 16.044057 ft) Maximum displacement in Y-direction 48.516 in Member No. 11, x: 19.842565 ft Maximum displacement in X-direction -48.402 in Member No. 13, x: 22.280559 ft Maximum deformations Resultant of reactions about Z -2.18 kipft At center of gravity of model Resultant of reactions about Y 0.76 kipft At center of gravity of model Resultant of reactions about X -1.74 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Description Value Unit Notes