712 S Bristol St - Plan - Laserfiche WebLink

Home Browse Search

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 4 CO26 - 1.20D + W3 + 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 8.88e+09 -- Stiffness matrix determinant 1.56e+6694 -- 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 8 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Member No. 4, x: 12.330000 ft Maximum rotation about Y-axis 6.9 mrad Member No. 1, x: 18.330000 ft Maximum rotation about X-axis 4.7 mrad Member No. 1, x: 18.330000 ft Maximum vectorial displacement 39.129 in Member No. 5, x: 14.165072 ft Maximum displacement in Z-direction -28.908 in FE node No. 93: (18.654810, 9.073753, 15.473684 ft) Maximum displacement in Y-direction -37.768 in Member No. 6, x: 15.177368 ft Maximum displacement in X-direction 35.917 in Member No. 5, x: 14.165072 ft Maximum deformations Resultant of reactions about Z -0.92 kipft At center of gravity of model Resultant of reactions about Y 15.04 kipft At center of gravity of model Resultant of reactions about X 3.91 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z -3.878 kip Deviation: 0.00 % Sum of loads in Z -3.878 kip Sum of support forces in Y -1.221 kip Deviation: 0.00 % Sum of loads in Y -1.221 kip Sum of support forces in X 0.186 kip Deviation: 0.00 % Sum of loads in X 0.186 kip Sum of loads and sum of support forces 4 CO25 - 1.20D + W2 + 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 8.92e+09 -- Stiffness matrix determinant 4.29e+6796 -- Description Value Unit Notes