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| Analyzed File: | Stojan-SkusMotorov.iam |
| Version: | 2016 SP2 (Build 200237200, 237) |
| Creation Date: | 07.03.2021, 14:54 |
| Simulation Author: | ujoVKO |
| Summary: |
Project Info (iProperties)
Author ujoVKO
Part Number Stojan-SkusMotorov Designer ujoVKO Cost 0,00 € Date Created 07.03.2021
Design Status WorkInProgress
Mass 14,309 kg Area 18287,735 mm^2 Volume 1822,777 mm^3 Center of Gravity x=0,000 mm
y=450,195 mm
z=0,000 mm
Simulation:1General objective and settings:
Simulation Type Static Analysis Last Modification Date 07.03.2021, 14:51
Name Steel, Mild General Mass Density 7,850 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) STN 30x30x2 00000001.ipt
STN 30x30x2 00000002.ipt
STN 30x30x2 00000003.ipt
STN 30x30x2 00000004.ipt
STN 30x30x2 00000005.ipt
STN 30x30x2 00000006.ipt
STN 30x30x2 00000007.ipt
STN 30x30x2 00000008.ipt
STN 30x30x2 00000009.ipt
STN 30x30x2 00000010.ipt
STN 50x20x2 00000011.ipt
STN 50x20x2 00000012.ipt
Geometry Properties Section Area (A) 213,699 mm^2 Section Width 30,000 mm Section Height 30,000 mm Section Centroid (x) 15,000 mm Section Centroid (y) 15,000 mm Mechanical Properties Moment of Inertia (Ix) 27219,421 mm^4 Moment of Inertia (Iy) 27219,421 mm^4 Torsional Rigidity Modulus (J) 42177,050 mm^4 Section Modulus (Wx) 1814,628 mm^3 Section Modulus (Wy) 1814,628 mm^3 Torsional Section Modulus (Wz) 2727,870 mm^3 Reduced Shear Area (Ax) 98,739 mm^2 Reduced Shear Area (Ay) 98,739 mm^2 Part Name(s) STN 30x30x2 00000001.ipt
STN 30x30x2 00000002.ipt
STN 30x30x2 00000003.ipt
STN 30x30x2 00000004.ipt
STN 30x30x2 00000005.ipt
STN 30x30x2 00000006.ipt
STN 30x30x2 00000007.ipt
STN 30x30x2 00000008.ipt
STN 30x30x2 00000009.ipt
STN 30x30x2 00000010.ipt
Geometry Properties Section Area (A) 253,699 mm^2 Section Width 20,000 mm Section Height 50,000 mm Section Centroid (x) 10,000 mm Section Centroid (y) 25,000 mm Mechanical Properties Moment of Inertia (Ix) 72309,804 mm^4 Moment of Inertia (Iy) 16681,664 mm^4 Torsional Rigidity Modulus (J) 44580,700 mm^4 Section Modulus (Wx) 2892,392 mm^3 Section Modulus (Wy) 1668,166 mm^3 Torsional Section Modulus (Wz) 2986,148 mm^3 Reduced Shear Area (Ax) 68,198 mm^2 Reduced Shear Area (Ay) 152,942 mm^2 Part Name(s) STN 50x20x2 00000011.ipt
STN 50x20x2 00000012.ipt
Nodes 24 Beams 12 - Square/Rectangular Tubes 12
Load Type Gravity Magnitude 9810,000 mm/s^2 Direction Y-
Load Type Force Magnitude 500,000 N Beam Coordinate System No Angle of Plane 270,00 deg Angle in Plane 0,00 deg Fx 0,000 N Fy 0,000 N Fz 500,000 N Offset 200,000 mm
Load Type Force Magnitude 100,000 N Beam Coordinate System No Angle of Plane 270,00 deg Angle in Plane 90,00 deg Fx 0,000 N Fy -100,000 N Fz 0,000 N Offset 200,000 mm
Constraint Type Fixed
Constraint Type Fixed
Constraint Type Fixed
Constraint Type Fixed
Constraint Name Reaction Force Reaction Moment Magnitude Components (Fx,Fy,Fz) Magnitude Components (Mx,My,Mz) Fixed Constraint:1 289,479 N -7,889 N 34531,833 N mm -29786,129 N mm 260,728 N -9024,277 N mm -125,527 N -14959,828 N mm Fixed Constraint:2 289,479 N 7,889 N 34531,833 N mm -29786,129 N mm 260,728 N 9024,277 N mm -125,527 N 14959,828 N mm Fixed Constraint:3 187,762 N 2,957 N 31870,727 N mm -29705,376 N mm -140,543 N -8107,362 N mm -124,473 N 8222,202 N mm Fixed Constraint:4 187,762 N -2,957 N 31870,727 N mm -29705,376 N mm -140,543 N 8107,362 N mm -124,473 N -8222,202 N mm
Name Minimum Maximum Displacement 0,000 mm 0,924 mm Forces Fx -260,728 N 260,728 N Fy -128,558 N 125,527 N Fz -152,596 N 255,258 N Moments Mx -29800,594 N mm 29786,129 N mm My -42047,254 N mm 42047,254 N mm Mz -29786,129 N mm 29786,129 N mm Normal Stresses Smax -0,093 MPa 24,415 MPa Smin -24,386 MPa 0,169 MPa Smax(Mx) 0,002 MPa 16,422 MPa Smin(Mx) -16,422 MPa -0,002 MPa Smax(My) 0,019 MPa 23,171 MPa Smin(My) -23,171 MPa -0,019 MPa Saxial -1,194 MPa 0,714 MPa Shear Stresses Tx -3,823 MPa 3,823 MPa Ty -0,821 MPa 1,302 MPa Torsional Stresses T -9,975 MPa 9,975 MPa
V:\_DIY\Stojan-SkusMotorov\Stojan-SkusMotorov.iam
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