712 S Bristol St - Plan - Laserfiche WebLink

Home Browse Search

Minimum value of element of stiffness matrix on diagonal 100.00 -- Maximum value of element of stiffness matrix on diagonal 4.40e+09 -- Number of iterations 9 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis -10.3 mrad Member No. 2, x: 18.330000 ft Maximum rotation about X-axis 6.4 mrad Member No. 1, x: 18.330000 ft Maximum vectorial displacement 52.422 in FE node No. 192: (10.740486, 10.610712, 15.047368 ft) Maximum displacement in Z-direction -52.377 in FE node No. 192: (10.740486, 10.610712, 15.047368 ft) Maximum displacement in Y-direction -38.443 in Member No. 6, x: 16.695105 ft Maximum displacement in X-direction 35.230 in Member No. 5, x: 12.591175 ft Maximum deformations Resultant of reactions about Z -2.21 kipft At center of gravity of model Resultant of reactions about Y 10.75 kipft At center of gravity of model Resultant of reactions about X 9.18 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z -5.160 kip Deviation: 0.00 % Sum of loads in Z -5.160 kip Sum of support forces in Y 0.001 kip Deviation: 0.01 % Sum of loads in Y 0.001 kip Sum of support forces in X 1.222 kip Deviation: 0.00 % Sum of loads in X 1.222 kip Sum of loads and sum of support forces 4 CO24 - 1.20D + W1 + 0.50Lr 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 8.89e+09 -- Stiffness matrix determinant 3.98e+6699 -- Minimum value of element of stiffness matrix on diagonal 100.00 -- Maximum value of element of stiffness matrix on diagonal 4.40e+09 -- Number of iterations 7 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis -7.7 mrad Member No. 2, x: 18.330000 ft Maximum rotation about X-axis -4.9 mrad Member No. 2, x: 18.330000 ft Maximum vectorial displacement 39.295 in Member No. 8, x: 14.702599 ft Maximum displacement in Z-direction -22.172 in FE node No. 327: (-2.728428, 17.790018, 15.663158 ft) Maximum displacement in Y-direction 37.571 in Member No. 8, x: 14.702599 ft Maximum displacement in X-direction -33.666 in Member No. 7, x: 13.033478 ft Maximum deformations Resultant of reactions about Z -0.70 kipft At center of gravity of model Resultant of reactions about Y -15.69 kipft At center of gravity of model Resultant of reactions about X -4.60 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z -3.180 kip Deviation: 0.00 % Sum of loads in Z -3.180 kip Sum of support forces in Y 1.234 kip Deviation: 0.00 % Sum of loads in Y 1.234 kip Sum of support forces in X -0.130 kip Deviation: 0.00 % Sum of loads in X -0.130 kip Description Value Unit Notes