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| Analyzed File: | Treliça_José_1.iam |
| Version: | 2017.2 (Build 212233000, 233) |
| Creation Date: | 07/12/2016, 22:14 |
| Simulation Author: | Walter A. Kapp |
| Summary: |
Project Info (iProperties)
Title Auto financiado Subject Robo EngeMOVI serial de 7 juntas Author Walter A. Kapp Manager Walter A. Kapp Company EngeMOVI
Part Number Treliça_José_1 Project RES Designer Walter A. Kapp Engineer Walter A. Kapp Cost R$ 0,00 Date Created 01/11/2016
Design Status WorkInProgress
Cliente EngeMOVI
Mass 334,604 kg Area 102095,817 mm^2 Volume 42570,490 mm^3 Center of Gravity x=112,199 mm
y=0,839 mm
z=-0,000 mm
Simulation:1General objective and settings:
Simulation Type Static Analysis Last Modification Date 07/12/2016, 22:09
Name Steel, Mild General Mass Density 7,860 g/cm^3 Yield Strength 207,000 MPa Ultimate Tensile Strength 345,000 MPa Stress Young's Modulus 220,000 GPa Poisson's Ratio 0,275 ul Part Name(s) ISO 120x 15 00000046.ipt
ISO 120x 30 00000048.ipt
ISO 100x100x6 00000038.ipt
ISO 100x100x6 00000005.ipt
ISO 100x100x6 00000006.ipt
ISO 120x 12 00000043.ipt
ISO 120x 15 00000044.ipt
ISO 120x 15 00000045.ipt
ISO 120x 25 00000050.ipt
Geometry Properties Section Area (A) 1800,000 mm^2 Section Width 15,000 mm Section Height 120,000 mm Section Centroid (x) 7,500 mm Section Centroid (y) 60,000 mm Mechanical Properties Moment of Inertia (Ix) 2160000,000 mm^4 Moment of Inertia (Iy) 33750,000 mm^4 Torsional Rigidity Modulus (J) 124325,239 mm^4 Section Modulus (Wx) 36000,000 mm^3 Section Modulus (Wy) 4500,000 mm^3 Torsional Section Modulus (Wz) 8288,398 mm^3 Reduced Shear Area (Ax) 1200,000 mm^2 Reduced Shear Area (Ay) 1200,000 mm^2 Part Name(s) ISO 120x 15 00000046.ipt
ISO 120x 15 00000044.ipt
ISO 120x 15 00000045.ipt
Geometry Properties Section Area (A) 3600,000 mm^2 Section Width 30,000 mm Section Height 120,000 mm Section Centroid (x) 15,000 mm Section Centroid (y) 60,000 mm Mechanical Properties Moment of Inertia (Ix) 4320000,000 mm^4 Moment of Inertia (Iy) 270000,000 mm^4 Torsional Rigidity Modulus (J) 909636,007 mm^4 Section Modulus (Wx) 72000,000 mm^3 Section Modulus (Wy) 18000,000 mm^3 Torsional Section Modulus (Wz) 30414,403 mm^3 Reduced Shear Area (Ax) 2400,000 mm^2 Reduced Shear Area (Ay) 2400,000 mm^2 Part Name(s) ISO 120x 30 00000048.ipt
Geometry Properties Section Area (A) 2163,292 mm^2 Section Width 100,000 mm Section Height 100,000 mm Section Centroid (x) 50,000 mm Section Centroid (y) 50,000 mm Mechanical Properties Moment of Inertia (Ix) 3114741,798 mm^4 Moment of Inertia (Iy) 3114741,798 mm^4 Torsional Rigidity Modulus (J) 4900290,954 mm^4 Section Modulus (Wx) 62294,836 mm^3 Section Modulus (Wy) 62294,836 mm^3 Torsional Section Modulus (Wz) 20000,000 mm^3 Reduced Shear Area (Ax) 995,376 mm^2 Reduced Shear Area (Ay) 995,376 mm^2 Part Name(s) ISO 100x100x6 00000038.ipt
Geometry Properties Section Area (A) 2163,292 mm^2 Section Width 100,000 mm Section Height 100,000 mm Section Centroid (x) 50,000 mm Section Centroid (y) 50,000 mm Mechanical Properties Moment of Inertia (Ix) 3114741,798 mm^4 Moment of Inertia (Iy) 3114741,798 mm^4 Torsional Rigidity Modulus (J) 4900290,954 mm^4 Section Modulus (Wx) 62294,836 mm^3 Section Modulus (Wy) 62294,836 mm^3 Torsional Section Modulus (Wz) 0,000 mm^3 Reduced Shear Area (Ax) 995,376 mm^2 Reduced Shear Area (Ay) 995,376 mm^2 Part Name(s) ISO 100x100x6 00000005.ipt
ISO 100x100x6 00000006.ipt
Geometry Properties Section Area (A) 1440,000 mm^2 Section Width 12,000 mm Section Height 120,000 mm Section Centroid (x) 6,000 mm Section Centroid (y) 60,000 mm Mechanical Properties Moment of Inertia (Ix) 1728000,000 mm^4 Moment of Inertia (Iy) 17280,000 mm^4 Torsional Rigidity Modulus (J) 64744,007 mm^4 Section Modulus (Wx) 28800,000 mm^3 Section Modulus (Wy) 2880,000 mm^3 Torsional Section Modulus (Wz) 5395,335 mm^3 Reduced Shear Area (Ax) 960,000 mm^2 Reduced Shear Area (Ay) 960,000 mm^2 Part Name(s) ISO 120x 12 00000043.ipt
Geometry Properties Section Area (A) 3000,000 mm^2 Section Width 25,000 mm Section Height 120,000 mm Section Centroid (x) 12,500 mm Section Centroid (y) 60,000 mm Mechanical Properties Moment of Inertia (Ix) 3600000,000 mm^4 Moment of Inertia (Iy) 156250,000 mm^4 Torsional Rigidity Modulus (J) 542810,405 mm^4 Section Modulus (Wx) 60000,000 mm^3 Section Modulus (Wy) 12500,000 mm^3 Torsional Section Modulus (Wz) 21731,440 mm^3 Reduced Shear Area (Ax) 2000,000 mm^2 Reduced Shear Area (Ay) 2000,000 mm^2 Part Name(s) ISO 120x 25 00000050.ipt
Load Type Force Magnitude 30000,000 N Beam Coordinate System No Angle of Plane 270,00 deg Angle in Plane 90,00 deg Fx 0,000 N Fy -30000,000 N Fz 0,000 N Offset 0,000 mm
Load Type Force Magnitude 30000,000 N Beam Coordinate System No Angle of Plane 90,00 deg Angle in Plane 90,00 deg Fx 0,000 N Fy 30000,000 N Fz 0,000 N Offset 0,000 mm
Constraint Type Fixed Offset 0,50000 ul
Constraint Name Reaction Force Reaction Moment Magnitude Components (Fx,Fy,Fz) Magnitude Components (Mx,My,Mz) Fixed Constraint:1 0,000 N 0,000 N 0,000 N mm -0,000 N mm -0,000 N 0,000 N mm -0,000 N -0,000 N mm
Name Minimum Maximum Displacement 0,000 mm 1,705 mm Forces Fx -11516,704 N 11516,704 N Fy -117,832 N 119,152 N Fz -69597,962 N 57389,644 N Moments Mx -0,000 N mm 236057,240 N mm My -26162,487 N mm 162577,731 N mm Mz -0,000 N mm 0,000 N mm Normal Stresses Smax -23,940 MPa 28,365 MPa Smin -30,318 MPa 23,462 MPa Smax(Mx) -0,000 MPa 3,789 MPa Smin(Mx) -3,789 MPa 0,000 MPa Smax(My) -0,000 MPa 9,032 MPa Smin(My) -9,032 MPa 0,000 MPa Saxial -26,529 MPa 23,476 MPa Shear Stresses Tx -4,799 MPa 4,799 MPa Ty -0,120 MPa 0,118 MPa Torsional Stresses T -0,000 MPa 0,000 MPa
D:\Users\WAK\Documents\Aulas UFPR\TM370 - estruturas metálicas\Walter\CAD\Treliça\Treliça_José_1.iam
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