prilog na spektrite od robot
DESCRIPTION
RobotTRANSCRIPT
:
:
: Robot Structural Analysis Professional 2015
16
Robot Structural Analysis Professional 2015
Autodesk Robot Structural Analysis Professional 2015
Date: 20/01/15
Project properties: Most_model File Name:: Most_model Folder: E:studiistudii II semestarproektiranje na inzenerski konstrukciibetonski mostCreated: 20/01/15 03:51 Modified: 20/01/15 03:51 Size: 8421376
Author: Office: Address:
Characteristics of analysis example:
Structure type: Shell
Structure geometrical center coordinates: X = 17.500 (m)Y = 3.000 (m)Z = -6.150 (m)
Structure gravity center coordinates: X = 17.081 (m)Y = 3.000 (m)Z = -0.758 (m)Central moments of inertia of a structure: Ix = 5959354.887 (kg*m2)Iy = 47707330.304 (kg*m2)Iz = 48302829.482 (kg*m2)Mass = 411161.049 (kg)
Coordinates of structure centroid with static global masses considered: X = 17.187 (m)Y = 3.000 (m)Z = -0.567 (m)Central moments of inertia of a structure with static global masses considered: Ix = 14080129.965 (kg*m2)Iy = 123575041.816 (kg*m2)Iz = 127248208.693 (kg*m2)Mass = 1099277.021 (kg)
Coordinates of structure centroid with dynamic global masses considered: X = 17.187 (m)Y = 3.000 (m)Z = -0.567 (m)Central moments of inertia of a structure with dynamic global masses considered: Ix = 14080129.965 (kg*m2)Iy = 123575041.816 (kg*m2)Iz = 127248208.693 (kg*m2)Mass = 1099277.021 (kg)Structure description Number of nodes:1386Number of bars:38Bar finite elements:253 Planar finite elements:1260Volumetric finite elements:0Rigid links: 0Releases:12 Unidirectional releases:0 Non-linear releases:0 Compatibilities:0Elastic compatibilities:0Non-linear compatibilities:0Supports:8 Elastic supports:0 Unidirectional supports:0 Non-linear supports:0 Non-linear hinges:0 Cases:15 Combinations:0 Calculation summary
Solution method - SPARSE MNo of static degr. of freedom:8284 Bandwidth before/after optimization:00
Time info [sec] Max time of aggreg. + decomp.:1 Max time of subspace iterat.:26 Max time of nonlinear iterat.:0 Total time:141 Disk and core usage [B] Total disk space:457500128 For solver TMP files:0 For subspace iter. TMP files:3711680 Memory:7181916 Stiffness matrix diagonal elements Min/Max after decomposition:2.481388e+006 3.720459e+015 Precision:5
Table of load cases / analysis types
Case 1:Sopstvena tezinaAnalysis type: Static - Linear
Potential energy : 2.54246e+000 (kN*m)Precision : 8.58905e-009
Case 2:Postojani tovariAnalysis type: Static - Linear
Potential energy : 1.76162e+000 (kN*m)Precision : 1.94738e-008
Case 3:Modal Analysis type: Modal
Data:Analysis mode:ModalMethod:Subspace iterationType of mass matrix:Lumped without rotationsNumber of modes:40Number of iterations:40Tolerance:1.00000e-004Damping: 0.050 Limits: 0.000 Coefficient: 0.000
Case 4:Seismic EC 8 Direction_X - DesignAnalysis type: Seismic-EC8
Excitation direction: X = 1.000Y = 0.000Z = 0.000
Data:Site :BSpectrum :DimensioningSpectrum type :2Direction :HorizontalBehavior factor : 2.000
Spectrum parameters:Acceleration:ag= 1.962Damping:x= 5.00 %Damping correction:h = [10/(5+x)]0,5 = 1.000
S = 1.350b = 0.200TB = 0.050TC = 0.250TD = 1.200
Case 5:Seismic EC 8 Direction_Y - DesignAnalysis type: Seismic-EC8
Excitation direction: X = 0.000Y = 1.000Z = 0.000
Data:Site :BSpectrum :DimensioningSpectrum type :2Direction :HorizontalBehavior factor : 2.000
Spectrum parameters:Acceleration:ag= 1.962Damping:x= 5.00 %Damping correction:h = [10/(5+x)]0,5 = 1.000
S = 1.350b = 0.200TB = 0.050TC = 0.250TD = 1.200
Case 6:Seismic EC 8 Direction_Z - DesignAnalysis type: Seismic-EC8
Excitation direction: X = 0.000Y = 0.000Z = 1.000
Data:Site :BSpectrum :DimensioningSpectrum type :2Direction :VerticalBehavior factor : 2.000
Spectrum parameters:Acceleration:ag= 0.883Damping:x= 5.00 %Damping correction:h = [10/(5+x)]0,5 = 1.000
S = 1.000b = 0.200TB = 0.050TC = 0.150TD = 1.000
Case 7:Seismic EC 8 Direction_X - ElasticAnalysis type: Seismic-EC8
Excitation direction: X = 1.000Y = 0.000Z = 0.000
Data:Site :BSpectrum :ElasticSpectrum type :2Direction :HorizontalBehavior factor : 1.000
Spectrum parameters:Acceleration:ag= 1.962Damping:x= 5.00 %Damping correction:h = [10/(5+x)]0,5 = 1.000
S = 1.350b = 0.200TB = 0.050TC = 0.250TD = 1.200
Case 8:Seismic EC 8 Direction_Y - ElasticAnalysis type: Seismic-EC8
Excitation direction: X = 0.000Y = 1.000Z = 0.000
Data:Site :BSpectrum :ElasticSpectrum type :2Direction :HorizontalBehavior factor : 1.000
Spectrum parameters:Acceleration:ag= 1.962Damping:x= 5.00 %Damping correction:h = [10/(5+x)]0,5 = 1.000
S = 1.350b = 0.200TB = 0.050TC = 0.250TD = 1.200
Case 9:Seismic EC 8 Direction_Z - ElasticAnalysis type: Seismic-EC8
Excitation direction: X = 0.000Y = 0.000Z = 1.000
Data:Site :BSpectrum :ElasticSpectrum type :2Direction :VerticalBehavior factor : 1.000
Spectrum parameters:Acceleration:ag= 0.883Damping:x= 5.00 %Damping correction:h = [10/(5+x)]0,5 = 1.000
S = 1.000b = 0.200TB = 0.050TC = 0.150TD = 1.000
Case 10:Spectral Direction_X - Design MKSAnalysis type: Spectral
Excitation direction: X = 1.000Y = 0.000Z = 0.00
Case 11:Spectral Direction_Y - Design MKSAnalysis type: Spectral
Excitation direction: X = 0.000Y = 1.000Z = 0.000
Case 12:Spectral Direction_Z - Design MKSAnalysis type: Spectral
Excitation direction: X = 0.000Y = 0.000Z = 1.000
Case 13:Spectral Direction_X - Elastic MKSAnalysis type: Spectral
Excitation direction: X = 1.000Y = 0.000Z = 0.000
Case 14:Spectral Direction_Y - Elastic MKSAnalysis type: Spectral
Excitation direction: X = 0.000Y = 1.000Z = 0.000
Case 15:Spectral Direction_Z - Elastic MKSAnalysis type: Spectral
Excitation direction: X = 0.000Y = 0.000Z = 1.000