712 S Bristol St - Plan - Laserfiche WebLink

Home Browse Search

Maximum vectorial displacement 36.455 in Member No. 6, x: 15.177368 ft Maximum displacement in Z-direction -14.543 in FE node No. 210: (8.004936, 13.323567, 15.000000 ft) Maximum displacement in Y-direction -36.147 in Member No. 6, x: 15.177368 ft Maximum displacement in X-direction 32.296 in Member No. 5, x: 14.165072 ft Maximum deformations Resultant of reactions about Z 0.00 kipft At center of gravity of model Resultant of reactions about Y 0.02 kipft At center of gravity of model Resultant of reactions about X 0.00 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z -4.104 kip Deviation: 0.00 % Sum of loads in Z -4.104 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 1 CO1 - 1.40D Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis 11.0 mrad Member No. 1, x: 18.330000 ft | CO36 Maximum rotation about X-axis -8.0 mrad Member No. 3, x: 12.330000 ft | CO54 Maximum vectorial displacement 52.917 in FE node No. 210: (8.004936, 13.323567, 15.000000 ft) | CO36 Maximum displacement in Z-direction -52.877 in FE node No. 210: (8.004936, 13.323567, 15.000000 ft) | CO36 Maximum displacement in Y-direction -39.479 in Member No. 6, x: 15.177368 ft | CO54 Maximum displacement in X-direction 37.045 in Member No. 5, x: 14.165072 ft | CO54 Maximum deformations 2.4 DS2 - Section 2.4 (ASD), 1. to 7. Maximum rotation about Z-axis 0.0 mrad Member No. 2, x: 18.330000 ft | CO8 Maximum rotation about Y-axis 16.0 mrad Member No. 1, x: 18.330000 ft | CO10 Maximum rotation about X-axis -11.1 mrad Member No. 3, x: 12.330000 ft | CO31 Maximum vectorial displacement 63.540 in FE node No. 210: (8.004936, 13.323567, 15.000000 ft) | CO10 Maximum displacement in Z-direction -63.523 in FE node No. 210: (8.004936, 13.323567, 15.000000 ft) | CO10 Maximum displacement in Y-direction -40.298 in Member No. 6, x: 16.695105 ft | CO16 Maximum displacement in X-direction 38.242 in Member No. 5, x: 14.165072 ft | CO31 Maximum deformations 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. 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 8.81e+09 -- Stiffness matrix determinant 1.75e+6273 -- 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 104 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis 1.8 mrad Member No. 1, x: 18.330000 ft Maximum rotation about X-axis -1.3 mrad Member No. 2, x: 18.330000 ft Maximum vectorial displacement 18.786 in FE node No. 294: (4.747301, 8.138565, 14.557895 ft) Maximum displacement in Z-direction -18.302 in FE node No. 294: (4.747301, 8.138565, 14.557895 ft) Maximum displacement in Y-direction 4.127 in Member No. 8, x: 16.172859 ft Maximum displacement in X-direction 4.127 in Member No. 5, x: 14.165072 ft Maximum deformations Description Value Unit Notes