Elevador V12-Static 1-1

Simulation of
Elevador V12
Date: Tuesday, July 9, 2019
Designer: Christian Blois
Study name: Static 1
Analysis type: Static
Table of Contents
Description ............................................ 1
Assumptions .......................................... 2
Model Information ................................... 2
Study Properties ................................... 13
Units ................................................. 13
Material Properties ................................ 14
Description
Simulacion Elevador V12
Loads and Fixtures................................. 16
Connector Definitions ............................. 16
Contact Information ............................... 16
Mesh information .................................. 17
Sensor Details ...................................... 18
Resultant Forces ................................... 18
Beams ................................................ 19
Study Results ....................................... 27
Conclusion .......................................... 28
Analyzed with SOLIDWORKS Simulation
Simulation of Elevador V12
1
Christian Blois
09-Jul-19
Assumptions
Model Information
Model name: Elevador V12
Current Configuration: Default<Como mecanizada>
Beam Bodies:
Document Name and
Reference
Formulation
Beam-1(Ipe beam
IPE330(1)[1])
Beam – Uniform C/S
Analyzed with SOLIDWORKS Simulation
Document Path/Date
Modified
Properties
Section Standard-DIN/IPE
Beam/IPE330
Section Area:
0.00626062m^2
Length:10200mm
Volume:0.0638584m^3
Mass Density:7870kg/m^3
Mass:502.565kg
Weight:4925.14N
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evador V12.SLDPRT
Jul 9 22:19:53 2019
Simulation of Elevador V12
2
Christian Blois
09-Jul-19
Beam-2(Ipe beam
IPE180(18)[1])
Beam – Uniform C/S
Beam-3(Ipe beam
IPE180(17)[3])
Beam – Uniform C/S
Beam-4(Ipe beam
IPE180(5)[4])
Beam – Uniform C/S
Beam-5(Ipe beam
IPE180(4)[1])
Beam – Uniform C/S
Beam-6(Ipe beam
IPE180(4)[13])
Beam – Uniform C/S
Analyzed with SOLIDWORKS Simulation
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2973.21mm
Volume:0.00712005m^3
Mass Density:7870kg/m^3
Mass:56.0348kg
Weight:549.141N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2932.12mm
Volume:0.00702272m^3
Mass Density:7870kg/m^3
Mass:55.2688kg
Weight:541.634N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:3291.6mm
Volume:0.0078825m^3
Mass Density:7870kg/m^3
Mass:62.0353kg
Weight:607.946N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:10182mm
Volume:0.0243831m^3
Mass Density:7870kg/m^3
Mass:191.895kg
Weight:1880.57N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:1730.5mm
Volume:0.00414417m^3
Mass Density:7870kg/m^3
Mass:32.6146kg
Weight:319.623N
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evador V12.SLDPRT
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evador V12.SLDPRT
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Jul 9 22:19:53 2019
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Simulation of Elevador V12
3
Christian Blois
09-Jul-19
Beam-7(Ipe beam
IPE180(17)[5])
Beam – Uniform C/S
Beam-8(Ipe beam
IPE180(18)[4])
Beam – Uniform C/S
Beam-9(Ipe beam
IPE180(6)[8])
Beam – Uniform C/S
Beam-10(Ipe beam
IPE180(4)[12])
Beam – Uniform C/S
Beam-11(Ipe beam
IPE180(4)[14])
Beam – Uniform C/S
Analyzed with SOLIDWORKS Simulation
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2849.1mm
Volume:0.00685387m^3
Mass Density:7870kg/m^3
Mass:53.94kg
Weight:528.612N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2819.63mm
Volume:0.00680043m^3
Mass Density:7870kg/m^3
Mass:53.5194kg
Weight:524.49N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:1697.06mm
Volume:0.00406399m^3
Mass Density:7870kg/m^3
Mass:31.9836kg
Weight:313.44N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:1700.52mm
Volume:0.00407069m^3
Mass Density:7870kg/m^3
Mass:32.0363kg
Weight:313.956N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:1700.52mm
Volume:0.00407096m^3
Mass Density:7870kg/m^3
Mass:32.0384kg
Weight:313.977N
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Jul 9 22:19:53 2019
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evador V12.SLDPRT
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evador V12.SLDPRT
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evador V12.SLDPRT
Jul 9 22:19:53 2019
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Simulation of Elevador V12
4
Christian Blois
09-Jul-19
Beam-12(Ipe beam
IPE180(17)[2])
Beam – Uniform C/S
Beam-13(Ipe beam
IPE180(4)[5])
Beam – Uniform C/S
Beam-14(Ipe beam
IPE180(5)[1])
Beam – Uniform C/S
Beam-15(Ipe beam
IPE180(6)[7])
Beam – Uniform C/S
Beam-16(Ipe beam
IPE180(17)[4])
Beam – Uniform C/S
Analyzed with SOLIDWORKS Simulation
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2963.09mm
Volume:0.0071114m^3
Mass Density:7870kg/m^3
Mass:55.9667kg
Weight:548.474N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2714.1mm
Volume:0.00649533m^3
Mass Density:7870kg/m^3
Mass:51.1182kg
Weight:500.959N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:4530.5mm
Volume:0.0108493m^3
Mass Density:7870kg/m^3
Mass:85.3842kg
Weight:836.765N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2404.16mm
Volume:0.00575732m^3
Mass Density:7870kg/m^3
Mass:45.3101kg
Weight:444.039N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2889.25mm
Volume:0.00692088m^3
Mass Density:7870kg/m^3
Mass:54.4674kg
Weight:533.78N
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Jul 9 22:19:53 2019
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Jul 9 22:19:53 2019
Simulation of Elevador V12
5
Christian Blois
09-Jul-19
Beam-17(Ipe beam
IPE180(4)[3])
Beam – Uniform C/S
Beam-18(Ipe beam
IPE180(18)[2])
Beam – Uniform C/S
Beam-19(Ipe beam
IPE180(4)[4])
Beam – Uniform C/S
Beam-20(Ipe beam
IPE180(6)[6])
Beam – Uniform C/S
Beam-21(Ipe beam
IPE180(4)[17])
Beam – Uniform C/S
Analyzed with SOLIDWORKS Simulation
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:5070.03mm
Volume:0.0121395m^3
Mass Density:7870kg/m^3
Mass:95.5376kg
Weight:936.269N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2891.18mm
Volume:0.00692392m^3
Mass Density:7870kg/m^3
Mass:54.4912kg
Weight:534.014N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2714.1mm
Volume:0.00649533m^3
Mass Density:7870kg/m^3
Mass:51.1182kg
Weight:500.959N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2121.32mm
Volume:0.00507999m^3
Mass Density:7870kg/m^3
Mass:39.9795kg
Weight:391.799N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:1700.52mm
Volume:0.00407069m^3
Mass Density:7870kg/m^3
Mass:32.0363kg
Weight:313.956N
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Jul 9 22:19:53 2019
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Jul 9 22:19:53 2019
Simulation of Elevador V12
6
Christian Blois
09-Jul-19
Beam-22(Ipe beam
IPE180(4)[10])
Beam – Uniform C/S
Beam-23(Ipe beam
IPE180(4)[9])
Beam – Uniform C/S
Beam-24(Ipe beam
IPE180(4)[2])
Beam – Uniform C/S
Beam-25(Ipe beam
IPE180(4)[6])
Beam – Uniform C/S
Beam-26(Ipe beam
IPE330(2)[4])
Beam – Uniform C/S
Analyzed with SOLIDWORKS Simulation
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:1700.52mm
Volume:0.00407069m^3
Mass Density:7870kg/m^3
Mass:32.0363kg
Weight:313.956N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2742.88mm
Volume:0.00647268m^3
Mass Density:7870kg/m^3
Mass:50.94kg
Weight:499.212N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:5070.03mm
Volume:0.0121399m^3
Mass Density:7870kg/m^3
Mass:95.5409kg
Weight:936.301N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2746.77mm
Volume:0.00647293m^3
Mass Density:7870kg/m^3
Mass:50.942kg
Weight:499.231N
Section Standard-DIN/IPE
Beam/IPE330
Section Area:
0.00626062m^2
Length:3700mm
Volume:0.0231643m^3
Mass Density:7870kg/m^3
Mass:182.303kg
Weight:1786.57N
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Jul 9 22:19:53 2019
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evador V12.SLDPRT
Jul 9 22:19:53 2019
Simulation of Elevador V12
7
Christian Blois
09-Jul-19
Beam-27(Ipe beam
IPE180(6)[5])
Beam – Uniform C/S
Beam-28(Ipe beam
IPE180(5)[3])
Beam – Uniform C/S
Beam-29(Ipe beam
IPE180(17)[7])
Beam – Uniform C/S
Beam-30(Ipe beam
IPE180(17)[6])
Beam – Uniform C/S
Beam-31(Ipe beam
IPE180(5)[2])
Beam – Uniform C/S
Analyzed with SOLIDWORKS Simulation
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2404.16mm
Volume:0.00575732m^3
Mass Density:7870kg/m^3
Mass:45.3101kg
Weight:444.039N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:4530.5mm
Volume:0.0108493m^3
Mass Density:7870kg/m^3
Mass:85.3842kg
Weight:836.765N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2810.73mm
Volume:0.00676956m^3
Mass Density:7870kg/m^3
Mass:53.2764kg
Weight:522.109N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2816.69mm
Volume:0.00679163m^3
Mass Density:7870kg/m^3
Mass:53.4501kg
Weight:523.811N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:3291.6mm
Volume:0.0078825m^3
Mass Density:7870kg/m^3
Mass:62.0353kg
Weight:607.946N
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Jul 9 22:19:53 2019
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Jul 9 22:19:53 2019
Simulation of Elevador V12
8
Christian Blois
09-Jul-19
Beam-32(Ipe beam
IPE330(2)[3])
Beam – Uniform C/S
Beam-33(Ipe beam
IPE180(6)[4])
Beam – Uniform C/S
Beam-34(Ipe beam
IPE180(4)[11])
Beam – Uniform C/S
Beam-35(Ipe beam
IPE180(18)[3])
Beam – Uniform C/S
Beam-36(Ipe beam
IPE180(4)[8])
Beam – Uniform C/S
Analyzed with SOLIDWORKS Simulation
Section Standard-DIN/IPE
Beam/IPE330
Section Area:
0.00626062m^2
Length:3700mm
Volume:0.0231643m^3
Mass Density:7870kg/m^3
Mass:182.303kg
Weight:1786.57N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:1697.06mm
Volume:0.00406399m^3
Mass Density:7870kg/m^3
Mass:31.9836kg
Weight:313.44N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:1700.52mm
Volume:0.00407096m^3
Mass Density:7870kg/m^3
Mass:32.0384kg
Weight:313.977N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2831.5mm
Volume:0.00677518m^3
Mass Density:7870kg/m^3
Mass:53.3207kg
Weight:522.543N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2714.1mm
Volume:0.00649506m^3
Mass Density:7870kg/m^3
Mass:51.1162kg
Weight:500.938N
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Jul 9 22:19:53 2019
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Jul 9 22:19:53 2019
Simulation of Elevador V12
9
Christian Blois
09-Jul-19
Beam-37(Ipe beam
IPE180(17)[1])
Beam – Uniform C/S
Beam-38(Ipe beam
IPE330(2)[2])
Beam – Uniform C/S
Beam-39(Ipe beam
IPE180(6)[3])
Beam – Uniform C/S
Beam-40(Ipe beam
IPE330(1)[3])
Beam – Uniform C/S
Beam-41(Ipe beam
IPE330(2)[1])
Beam – Uniform C/S
Analyzed with SOLIDWORKS Simulation
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:1000mm
Volume:0.00239473m^3
Mass Density:7870kg/m^3
Mass:18.8465kg
Weight:184.696N
Section Standard-DIN/IPE
Beam/IPE330
Section Area:
0.00626062m^2
Length:3700mm
Volume:0.0231643m^3
Mass Density:7870kg/m^3
Mass:182.303kg
Weight:1786.57N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2404.16mm
Volume:0.00575732m^3
Mass Density:7870kg/m^3
Mass:45.3101kg
Weight:444.039N
Section Standard-DIN/IPE
Beam/IPE330
Section Area:
0.00626062m^2
Length:5049.13mm
Volume:0.0316012m^3
Mass Density:7870kg/m^3
Mass:248.702kg
Weight:2437.28N
Section Standard-DIN/IPE
Beam/IPE330
Section Area:
0.00626062m^2
Length:3700mm
Volume:0.0231643m^3
Mass Density:7870kg/m^3
Mass:182.303kg
Weight:1786.57N
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Christian\Elevador\V12\El
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Jul 9 22:19:53 2019
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Jul 9 22:19:53 2019
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evador V12.SLDPRT
Jul 9 22:19:53 2019
Simulation of Elevador V12
10
Christian Blois
09-Jul-19
Beam-42(Ipe beam
IPE180(6)[2])
Beam – Uniform C/S
Beam-43(Ipe beam
IPE180(4)[16])
Beam – Uniform C/S
Beam-44(Ipe beam
IPE180(4)[19])
Beam – Uniform C/S
Beam-45(Ipe beam
IPE330(1)[2])
Beam – Uniform C/S
Beam-46(Ipe beam
IPE180(4)[7])
Beam – Uniform C/S
Analyzed with SOLIDWORKS Simulation
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2121.32mm
Volume:0.00507999m^3
Mass Density:7870kg/m^3
Mass:39.9795kg
Weight:391.799N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:1700.52mm
Volume:0.00407096m^3
Mass Density:7870kg/m^3
Mass:32.0384kg
Weight:313.977N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:1700.52mm
Volume:0.00407096m^3
Mass Density:7870kg/m^3
Mass:32.0384kg
Weight:313.977N
Section Standard-DIN/IPE
Beam/IPE330
Section Area:
0.00626062m^2
Length:5049.13mm
Volume:0.0316028m^3
Mass Density:7870kg/m^3
Mass:248.714kg
Weight:2437.4N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2714.1mm
Volume:0.00649506m^3
Mass Density:7870kg/m^3
Mass:51.1162kg
Weight:500.938N
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Jul 9 22:19:53 2019
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Jul 9 22:19:53 2019
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evador V12.SLDPRT
Jul 9 22:19:53 2019
Simulation of Elevador V12
11
Christian Blois
09-Jul-19
Beam-47(Ipe beam
IPE180(4)[15])
Beam – Uniform C/S
Beam-48(Ipe beam
IPE180(6)[1])
Beam – Uniform C/S
Beam-49(Ipe beam
IPE180(4)[18])
Beam – Uniform C/S
Analyzed with SOLIDWORKS Simulation
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:1700.52mm
Volume:0.00407069m^3
Mass Density:7870kg/m^3
Mass:32.0363kg
Weight:313.956N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:2404.16mm
Volume:0.00575732m^3
Mass Density:7870kg/m^3
Mass:45.3101kg
Weight:444.039N
Section Standard-DIN/IPE
Beam/IPE180
Section Area:
0.00239473m^2
Length:1730.5mm
Volume:0.00414417m^3
Mass Density:7870kg/m^3
Mass:32.6146kg
Weight:319.623N
C:\Users\chris\Desktop\Pr
oyecto Final
Christian\Elevador\V12\El
evador V12.SLDPRT
Jul 9 22:19:53 2019
C:\Users\chris\Desktop\Pr
oyecto Final
Christian\Elevador\V12\El
evador V12.SLDPRT
Jul 9 22:19:53 2019
C:\Users\chris\Desktop\Pr
oyecto Final
Christian\Elevador\V12\El
evador V12.SLDPRT
Jul 9 22:19:53 2019
Simulation of Elevador V12
12
Christian Blois
09-Jul-19
Study Properties
Study name
Static 1
Analysis type
Static
Mesh type
Beam Mesh
Solver type
Direct sparse solver
Inplane Effect:
Off
Soft Spring:
Off
Inertial Relief:
Off
Incompatible bonding options
Automatic
Large displacement
Off
Compute free body forces
On
Result folder
SOLIDWORKS document
(C:\Users\chris\Desktop\Proyecto Final
Christian\Elevador\V12\FEA Results)
Units
Unit system:
SI (MKS)
Length/Displacement
mm
Temperature
Celsius
Angular velocity
Hertz
Pressure/Stress
N/mm^2 (MPa)
Analyzed with SOLIDWORKS Simulation
Simulation of Elevador V12
13
Christian Blois
09-Jul-19
Material Properties
Model Reference
Properties
Name:
Model type:
Default failure
criterion:
Yield strength:
Tensile strength:
Elastic modulus:
Poisson's ratio:
Mass density:
Shear modulus:
Thermal expansion
coefficient:
Analyzed with SOLIDWORKS Simulation
AISI 1010 Barra de
acero laminada en
caliente
Linear Elastic Isotropic
Unknown
180 N/mm^2
325 N/mm^2
200000 N/mm^2
0.29
7.87 g/cm^3
80000 N/mm^2
1.2e-05 /Kelvin
Components
SolidBody 1(Ipe beam
IPE330(1)[1])(Elevador V12),
SolidBody 2(Ipe beam
IPE180(18)[1])(Elevador V12),
SolidBody 3(Ipe beam
IPE180(17)[3])(Elevador V12),
SolidBody 4(Ipe beam
IPE180(5)[4])(Elevador V12),
SolidBody 5(Ipe beam
IPE180(4)[1])(Elevador V12),
SolidBody 6(Ipe beam
IPE180(4)[13])(Elevador V12),
SolidBody 7(Ipe beam
IPE180(17)[5])(Elevador V12),
SolidBody 8(Ipe beam
IPE180(18)[4])(Elevador V12),
SolidBody 9(Ipe beam
IPE180(6)[8])(Elevador V12),
SolidBody 10(Ipe beam
IPE180(4)[12])(Elevador V12),
SolidBody 11(Ipe beam
IPE180(4)[14])(Elevador V12),
SolidBody 12(Ipe beam
IPE180(17)[2])(Elevador V12),
SolidBody 13(Ipe beam
IPE180(4)[5])(Elevador V12),
SolidBody 14(Ipe beam
IPE180(5)[1])(Elevador V12),
SolidBody 15(Ipe beam
IPE180(6)[7])(Elevador V12),
SolidBody 16(Ipe beam
IPE180(17)[4])(Elevador V12),
SolidBody 17(Ipe beam
IPE180(4)[3])(Elevador V12),
SolidBody 18(Ipe beam
IPE180(18)[2])(Elevador V12),
SolidBody 19(Ipe beam
IPE180(4)[4])(Elevador V12),
SolidBody 20(Ipe beam
IPE180(6)[6])(Elevador V12),
SolidBody 21(Ipe beam
IPE180(4)[17])(Elevador V12),
SolidBody 22(Ipe beam
IPE180(4)[10])(Elevador V12),
SolidBody 23(Ipe beam
IPE180(4)[9])(Elevador V12),
SolidBody 24(Ipe beam
IPE180(4)[2])(Elevador V12),
SolidBody 25(Ipe beam
IPE180(4)[6])(Elevador V12),
Simulation of Elevador V12
14
Christian Blois
09-Jul-19
SolidBody 26(Ipe beam
IPE330(2)[4])(Elevador V12),
SolidBody 27(Ipe beam
IPE180(6)[5])(Elevador V12),
SolidBody 28(Ipe beam
IPE180(5)[3])(Elevador V12),
SolidBody 29(Ipe beam
IPE180(17)[7])(Elevador V12),
SolidBody 30(Ipe beam
IPE180(17)[6])(Elevador V12),
SolidBody 31(Ipe beam
IPE180(5)[2])(Elevador V12),
SolidBody 32(Ipe beam
IPE330(2)[3])(Elevador V12),
SolidBody 33(Ipe beam
IPE180(6)[4])(Elevador V12),
SolidBody 34(Ipe beam
IPE180(4)[11])(Elevador V12),
SolidBody 35(Ipe beam
IPE180(18)[3])(Elevador V12),
SolidBody 36(Ipe beam
IPE180(4)[8])(Elevador V12),
SolidBody 37(Ipe beam
IPE180(17)[1])(Elevador V12),
SolidBody 38(Ipe beam
IPE330(2)[2])(Elevador V12),
SolidBody 39(Ipe beam
IPE180(6)[3])(Elevador V12),
SolidBody 40(Ipe beam
IPE330(1)[3])(Elevador V12),
SolidBody 41(Ipe beam
IPE330(2)[1])(Elevador V12),
SolidBody 42(Ipe beam
IPE180(6)[2])(Elevador V12),
SolidBody 43(Ipe beam
IPE180(4)[16])(Elevador V12),
SolidBody 44(Ipe beam
IPE180(4)[19])(Elevador V12),
SolidBody 45(Ipe beam
IPE330(1)[2])(Elevador V12),
SolidBody 46(Ipe beam
IPE180(4)[7])(Elevador V12),
SolidBody 47(Ipe beam
IPE180(4)[15])(Elevador V12),
SolidBody 48(Ipe beam
IPE180(6)[1])(Elevador V12),
SolidBody 49(Ipe beam
IPE180(4)[18])(Elevador V12)
Curve Data:N/A
Analyzed with SOLIDWORKS Simulation
Simulation of Elevador V12
15
Christian Blois
09-Jul-19
Loads and Fixtures
Fixture name
Fixture Image
Fixture Details
Entities:
Type:
1 Joint(s)
Fixed Geometry
Fixed-1
Load name
Load Image
Force-1
Load Details
Entities:
Reference:
Type:
Values:
Moments:
11 Joint(s)
Face< 1 >
Apply force
100, 100, 500 N
---, ---, --- N.m
Reference:
Values:
Units:
Top Plane
0 0 -9.81
m/s^2
Gravity-1
Connector Definitions
No Data
Contact Information
No Data
Analyzed with SOLIDWORKS Simulation
Simulation of Elevador V12
16
Christian Blois
09-Jul-19
Mesh information
Mesh type
Beam Mesh
Mesh information - Details
Total Nodes
707
Total Elements
692
Time to complete mesh(hh;mm;ss):
00:00:06
Computer name:
Analyzed with SOLIDWORKS Simulation
Simulation of Elevador V12
17
Christian Blois
09-Jul-19
Sensor Details
Workflow Sensitive Sensors (Stress Components - N/mm^2 (MPa))
Workflow Sensitive1
Point
Location(mm)
Normal X
Normal Y
Normal Z
Shear XY
Shear XZ
Shear YZ
1
4942.9512,-0.0000,0.0000
-2.04
0.00
3.32
0.00
0.00
0.00
2
5100.0000,2467.9900,0.0000
0.04
0.00
-13.03
0.00
0.00
0.00
Resultant Forces
Reaction forces
Selection set
Units
Sum X
Sum Y
Sum Z
Resultant
Entire Model
N
-1100
44337.9
-1100
44365.2
Reaction Moments
Selection set
Units
Sum X
Sum Y
Sum Z
Resultant
Entire Model
N.m
4116.98
1.19846
-4060.24
5782.3
Analyzed with SOLIDWORKS Simulation
Simulation of Elevador V12
18
Christian Blois
09-Jul-19
Beams
Beam Forces
Beam Name
Beam-1(Ipe
beam
IPE330(1)[1])
Joint
s
Axial(N
)
Shear1(N
)
Shear2(N
)
Moment1(N.
m)
Moment2(N.
m)
Torque(N.m
)
1
2
2696.74
2823.13
11767.1
11767.1
1662.36
12578.1
3846.16
1798.49
-9615.22
9904.12
-4.49589
-1.86342
-7.80886
-3.89499
-1104.56
-6244.28
-13.9043
2.21358
6289.02
5.40406
8.59576
-8446.42
-0.744595
-7015.69
-11682.8
-5.39695
2.55522
-0.473028
1.02217
-1554.68
27708
0.746385
0.00948226
-9071.7
-2.2763
-0.521996
1922.51
0.807315
8928.38
-284.443
2.61699
-2.05505
-3.18477
0.727287
-11713.8
-219.41
6.96871
0.271035
3
4
5
6
Beam-2(Ipe
beam
IPE180(18)[1
])
Beam-3(Ipe
beam
IPE180(17)[3
])
Beam-4(Ipe
beam
IPE180(5)[4])
7
1
2
1613.61
-233.138
-8.2699
-9.96828
143.143
-0.270998
1
8302.05
-913.015
-2.58925
-1.75033
549.728
-0.00138463
2
8486.93
395.383
-0.538466
-1.29837
1395.36
0.00139097
-339.964
0.614014
1.17861
1189.46
0.237871
-268.601
-0.605372
0.828787
-1072.01
-0.23591
5453.82
4.44444
7.83905
-1750.3
-2.33253
-769.664
449.867
1.40598
-1.8402
1.83784
-4.12308
327.68
-1501.95
-0.0158482
0.0113248
-1414.66
1.34796
2.88964
1360.43
-0.0760059
1100.35
-1.39738
-0.560433
777.328
0.0757729
627.23
-0.705538
-0.178122
-569.438
0.0250537
-5256.9
-2.62298
3.7025
456.029
2.73217
105.757
0.0657378
-7.52381
-480.494
0.0173254
1
2
1
2
3
Beam-5(Ipe
beam
IPE180(4)[1])
4
5
6
7
Beam-6(Ipe
beam
IPE180(4)[13
])
Beam-7(Ipe
beam
IPE180(17)[5
])
Beam-8(Ipe
beam
IPE180(18)[4
])
Beam-9(Ipe
beam
IPE180(6)[8])
1
602.291
602.291
2696.74
-10934
-12280
9172.37
9172.37
9117.97
3846.16
2327.71
2
2327.71
214.185
0.0658117
7.41111
386.677
-0.0175384
1
888.581
-182.196
-0.299801
-0.782225
62.5332
0.0642423
2
1073.46
-335.476
-0.489663
1.06442
-290.4
-0.0642551
1
2025.83
265.653
2.77741
2.76501
-173.562
-0.264267
2
1840.95
252.031
-4.06979
7.41371
153.314
0.264226
1
23234.2
-298.967
3.68486
1.08838
1382.23
-0.024649
2
-23456
520.836
-3.68486
5.16503
-686.61
0.0246511
Analyzed with SOLIDWORKS Simulation
Simulation of Elevador V12
19
Christian Blois
09-Jul-19
Beam-10(Ipe
beam
IPE180(4)[12
])
Beam-11(Ipe
beam
IPE180(4)[14
])
Beam-12(Ipe
beam
IPE180(17)[2
])
Beam-13(Ipe
beam
IPE180(4)[5])
Beam-14(Ipe
beam
IPE180(5)[1])
Beam-15(Ipe
beam
IPE180(6)[7])
Beam-16(Ipe
beam
IPE180(17)[4
])
1
2347.59
423.15
-19.652
11.8196
389.03
0.890968
2
2347.59
-743.092
19.6561
22.1903
620.058
-0.890712
1
2392.49
-524.088
18.4602
12.5218
483.227
1.11604
2
2392.49
844.03
-18.4602
19.4235
700.534
-1.11604
1
2559.25
-278.146
7.81923
4.8909
188.964
0.237347
2
2374.36
-239.448
2.00537
3.75209
-131.44
-0.23733
1
3618.24
3618.24
824.325
824.325
6487.88
6802.19
757.509
260.476
-8.06964
-8.55758
-160.8
-0.275866
260.644
8.06815
-14.1876
161.037
0.275857
395.154
0.249173
-1371.76
0.00837701
-0.131382
1478.93
-0.00832761
618.937
0.0257856
0.0255524
1.6229
2.9016
-402.802
-0.0119778
-933.23
-1.6229
1.00013
-1463.03
0.0119761
-170.134
-0.527139
1.04255
29.5988
0.0170784
-347.523
-3.52924
3.42034
-293.305
-0.0170956
-4292.47
-1.65223
-2.78509
1681.34
-2.09055
958.074
1.38264
1.59293
-501.817
-0.00134777
-4329.45
-1.65223
-2.45465
819.144
-2.09055
-344.551
-754.871
0.0293258
7.74417
0.0310738
5.90175
-399.649
393.991
0.0303387
-0.0157043
237.339
2.3802
2.07161
1081.05
0.0153143
0
0
0
0
0
242.414
-6.09395
11.0575
132.343
-0.252439
746.123
-16.2736
17.0771
-164.477
0.115538
-468.795
-696.658
13.8801
-17.9846
14.9055
19.1399
1453.1
-498.993
-0.115278
1.28472
2
1
2
1
2
1
2
1
Beam-17(Ipe
beam
IPE180(4)[3])
Beam-18(Ipe
beam
IPE180(18)[2
])
Beam-19(Ipe
beam
IPE180(4)[4])
Beam-20(Ipe
beam
IPE180(6)[6])
Beam-21(Ipe
beam
IPE180(4)[17
])
Beam-22(Ipe
beam
IPE180(4)[10
])
Beam-23(Ipe
beam
IPE180(4)[9])
Beam-24(Ipe
2
3
4
1
2
1
2
1
2
1
942.394
3450.98
9751.58
3450.98
7600.96
10070.7
10255.5
0
4159.15
21201.2
20923.9
2766.48
442.464
2
2766.48
376.716
17.9808
11.9771
-429.741
-1.28495
1
2597.94
1088.64
23.8723
-18.9986
620.709
1.50862
2
2597.94
-768.703
-23.8748
-22.3148
986.357
-1.50869
1
0
0
0
0
0
0
2
3328.83
213.029
5.61196
10.1745
-120.584
0.229074
1
8148.82
692.721
1.36439
-1.04509
339.291
-0.00709572
Analyzed with SOLIDWORKS Simulation
Simulation of Elevador V12
20
Christian Blois
09-Jul-19
beam
IPE180(4)[2])
1
2002.45
7780.71
2002.45
2913.05
2913.05
988.321
6764.24
166.627
6909.89
-9513.7
2
9828.01
-670.073
-2.73808
-8.07105
1409.1
0.0301317
1
-841.52
374.197
-0.526145
1613.19
-0.0404089
2
841.52
463.421
0.0844755
0.0846281
0.145687
-1815.31
0.0403667
1
2277.82
-305.42
5.12814
3.94391
256.84
0.217078
2
2092.94
-212.25
-1.07116
5.27215
-118.336
-0.217064
1
7793.74
-677.927
2.4626
1.00155
392.405
0.00260383
2
7978.62
160.293
0.6651
1.67062
853.712
-0.00260533
-200.973
0.694456
-1.08965
-990.519
0.349972
-407.593
-0.702984
-1.2097
1330.57
-0.351978
11876.7
-5.46546
0.75257
-1554.68
-0.447658
9172.37
-2696.74
-9172.37
499.77
-1.36334
4.3887
1.36334
8.14736
0.0764552
7.32565
2.24122
2.14384
777.328
17573.2
14815.7
-1367.71
-0.590168
-2.25656
0.590168
0.05578
-721.637
-8.14736
11.6827
331.322
-0.0557849
-770.139
-21.0542
20.4194
-986.164
-1.02395
2
3
4
Beam-25(Ipe
beam
IPE180(4)[6])
Beam-26(Ipe
beam
IPE330(2)[4])
1
2
1
2
3
4
Beam-27(Ipe
beam
IPE180(6)[5])
Beam-28(Ipe
beam
IPE180(5)[3])
Beam-29(Ipe
beam
IPE180(17)[7
])
Beam-30(Ipe
beam
IPE180(17)[6
])
Beam-31(Ipe
beam
IPE180(5)[2])
Beam-32(Ipe
beam
IPE330(2)[3])
Beam-33(Ipe
beam
IPE180(6)[4])
Beam-34(Ipe
beam
IPE180(4)[11
])
Beam-35(Ipe
beam
IPE180(18)[3
])
Beam-36(Ipe
beam
IPE180(4)[8])
Beam-37(Ipe
4723.11
3.01461
-5.02922
401.572
2.04297
-988.321
1.08645
0.0488501
686.393
0.0148531
4797.07
3.01461
-3.82338
-1502.47
2.04297
241.382
-6.71176
-11.6019
-153.415
-0.291909
272.843
6.71198
-7.06616
197.166
0.291904
-7780.71
2002.45
-1.08645
3.01461
0.0148531
5.49356
-686.393
-15308.6
-0.0488501
1.30147
7780.71
1.08645
1.83211
-12540.8
0.0488501
-11544.9
-5.13275
0.810743
-86.98
-0.253897
355.803
0.0411586
4.73537
-175.914
-0.0304906
1
604.964
604.964
6828.49
1100.35
7386.28
-278.66
19658.6
19880.5
2450.3
2
-2450.3
1090.08
21.0477
16.0102
-623.387
1.02354
1
10489.5
933.468
8.88327
6.05324
-539.123
0.0192618
2
10674.4
-415.942
1.44259
5.01821
-1466.93
-0.0197135
1
0
0
0
0
0
0
2
597.048
361.863
1.58608
2.4638
-316.732
0.0629418
1
5481.39
-136.483
-39.7521
18.4274
-73.1533
0.0667278
1
2
1
2
3
4
1
2
Analyzed with SOLIDWORKS Simulation
Simulation of Elevador V12
21
Christian Blois
09-Jul-19
beam
IPE180(17)[1
])
Beam-38(Ipe
beam
IPE330(2)[2])
2
0
0
0
0
0
0
1
2
6236.92
6043.58
-3450.98
-3450.98
1.70958
1.04869
16055.6
14675.2
-0.68459
-0.68459
3
344.551
7600.96
1.65223
1.65223
0.0293258
0.0303387
399.649
-0.0310738
4
Beam-39(Ipe
beam
IPE180(6)[3])
Beam-40(Ipe
beam
IPE330(1)[3])
1
2
1
2
3
4
Beam-41(Ipe
beam
IPE330(2)[1])
Beam-42(Ipe
beam
IPE180(6)[2])
Beam-43(Ipe
beam
IPE180(4)[16
])
Beam-44(Ipe
beam
IPE180(4)[19
])
1
2
3
4
1
2
1
Beam-46(Ipe
beam
IPE180(4)[7])
Beam-47(Ipe
beam
IPE180(4)[15
])
Beam-48(Ipe
beam
IPE180(6)[1])
Beam-49(Ipe
beam
IPE180(4)[18
])
12766.7
-2.03263
0.353049
43.5736
0.102441
-227.297
1.92816
2.86617
-241.555
0.00202649
541.587
-1.92816
1.76945
1165.81
-0.00202532
-10403.5
-8339.08
0.746912
-1.65223
-0.045054
-3.11554
22234.9
-3173.8
-2.15206
-4.0227
9146.8
2.03263
2.33671
-11367.7
-0.353049
-9726.82
-2.03263
0.102441
43.5736
0.353049
-12578.1
-2.26488
0.80885
1789.88
-0.48859
-9117.97
3846.16
9117.97
-596.617
-0.707119
2.62085
0.707119
3.35303
0.0252526
3.03197
1.17685
9.85
-569.438
-18499.3
-14931.1
-450.561
-0.176665
0.753946
0.176665
0.0321898
319.278
-4.08181
-1.96575
1422.02
-0.0325732
1021.65
-30.6688
26.725
494.232
-1.41825
2
2665.57
-701.708
30.6748
26.3539
996.9
1.41863
1
2721.15
811.31
29.3494
32.4792
-615.016
1.38445
2
2721.15
-491.368
-29.3494
18.3097
-512.123
-1.38445
-10994.1
1.85133
-0.883466
-27629.9
0.162309
-6909.89
-5.13275
-0.253897
-86.98
0.810743
9640.74
8238.04
0
-1.85133
3.01461
0
-4.30026
-2.31607
0
-1258.91
-8362.16
0
-0.162309
9.1111
0
376.172
-0.849794
1.13834
320.456
-0.0662793
1138.66
-31.1626
-27.4927
-696.17
-1.21845
1
Beam-45(Ipe
beam
IPE330(1)[2])
9726.82
8398.98
8713.28
2429.56
3450.98
12766.7
12766.7
9071.73
627.23
7079.07
194.464
23824
23546.7
2665.57
2
3
4
1
2
1
966.675
11544.9
966.675
2002.45
0
794.702
2518.59
2
2518.59
-818.719
31.1652
-26.4366
-997.448
1.21855
1
8110.69
8424.99
2792.58
-655.231
3.61572
4.6059
307.972
0.0228754
969.513
-4.43874
5.07569
1645.1
-0.0232904
112.545
-2.27069
-10.6511
509.528
-0.0225235
2792.58
207.397
2.27095
6.72259
-427.457
0.0227509
2
1
2
Analyzed with SOLIDWORKS Simulation
Simulation of Elevador V12
22
Christian Blois
09-Jul-19
Beam Stresses
Beam Name
Beam-1(Ipe
beam
IPE330(1)[1])
Beam-2(Ipe
beam
IPE180(18)[1])
Beam-3(Ipe
beam
IPE180(17)[3])
Beam-4(Ipe
beam
IPE180(5)[4])
Beam-5(Ipe
beam
IPE180(4)[1])
Beam-6(Ipe
beam
IPE180(4)[13])
Beam-7(Ipe
beam
IPE180(17)[5])
Beam-8(Ipe
beam
IPE180(18)[4])
Beam-9(Ipe
beam
IPE180(6)[8])
Beam-10(Ipe
beam
IPE180(4)[12])
Beam-11(Ipe
beam
IPE180(4)[14])
Beam-12(Ipe
beam
IPE180(17)[2])
Beam-13(Ipe
beam
IPE180(4)[5])
Joints Axial(N/m^2)
Bending
Dir1(N/m^2)
Bending
Dir2(N/m^2)
Torsional
(N/m^2)
Upper bound
axial and
bending(N/m^2)
1
2
3
4
5
6
7
1
430746
450934
-1.87955e+06
-1.87955e+06
265526
-2.00908e+06
614341
-751021
-79263.4
-39535.9
87250.9
4801.45
10375.5
-5298.5
-32326.8
-32812.5
1.54886e+06
8.75597e+06
1.18439e+07
-2.18004e+06
-3.88533e+07
-2.69582e+06
1.64256e+07
-1.49944e+06
-8.9259e+06
1.42101e+06
-477994
479143
6087.16
518257
4.47358e+06
561677
2.05887e+06
9.24644e+06
1.38107e+07
4.06439e+06
3.91292e+07
4.7102e+06
1.70722e+07
2.28327e+06
2
-673817
-449732
-978230
-561600
2.10178e+06
1
3.4668e+06
-78968.5
-3.7568e+06
-2864.8
7.30257e+06
2
3.544e+06
58577.7
9.53578e+06
2877.91
1.31384e+07
1
251507
53174.8
-8.1287e+06
492950
8.43338e+06
2
251507
-37391.8
-7.32606e+06
-488885
7.61496e+06
1
2
3
4
5
6
7
1
-1.12611e+06
-4.56586e+06
-5.12794e+06
-3.83023e+06
-3.83023e+06
-3.80751e+06
-1.60609e+06
-972012
353669
82916.4
-186018
130370
25284.7
-8036.2
167043
339447
1.19614e+07
-2.23934e+06
1.02642e+07
-9.2971e+06
5.3122e+06
3.89149e+06
-3.11647e+06
-3.28366e+06
-4.8338e+06
-32843
23468.8
-157510
157027
51919.8
5.66198e+06
35904.2
1.34412e+07
6.88812e+06
1.55782e+07
1.32577e+07
9.16771e+06
7.70704e+06
4.88961e+06
4.59512e+06
2
-972012
334362
-2.64252e+06
-36345.6
3.94889e+06
1
371057
-35291.1
-427347
133021
833695
2
448261
-48022.6
-1.98457e+06
-133047
2.48086e+06
1
-845955
124747
1.18611e+06
-547193
2.15681e+06
2
-768750
-334480
1.04773e+06
547108
2.15096e+06
1
9.7022e+06
49103.8
-9.44603e+06
-51081.1
1.91973e+07
2
9.79485e+06
-233027
-4.69224e+06
51085.5
1.47201e+07
1
-980314
-533258
2.6586e+06
4.17217e+06
2
-980314
1.00115e+06
-4.23743e+06
1
-999065
564939
-3.30234e+06
2
-999065
-876315
4.7874e+06
1
-1.0687e+06
220660
-1.29137e+06
1.84687e+06
1.84634e+06
2.31342e+06
2.31342e+06
491864
2
-991496
-169280
-898250
-491829
2.05903e+06
1
1.51092e+06
-386087
1.09889e+06
-570764
2.9959e+06
2
1.51092e+06
640090
1.10052e+06
570747
3.25153e+06
Analyzed with SOLIDWORKS Simulation
6.21889e+06
4.86634e+06
6.66278e+06
2.58072e+06
Simulation of Elevador V12
23
Christian Blois
09-Jul-19
Beam-14(Ipe
beam
IPE180(5)[1])
Beam-15(Ipe
beam
IPE180(6)[7])
Beam-16(Ipe
beam
IPE180(17)[4])
Beam-17(Ipe
beam
IPE180(4)[3])
Beam-18(Ipe
beam
IPE180(18)[2])
Beam-19(Ipe
beam
IPE180(4)[4])
Beam-20(Ipe
beam
IPE180(6)[6])
Beam-21(Ipe
beam
IPE180(4)[17])
Beam-22(Ipe
beam
IPE180(4)[10])
Beam-23(Ipe
beam
IPE180(4)[9])
Beam-24(Ipe
beam
IPE180(4)[2])
Beam-25(Ipe
beam
IPE180(4)[6])
Beam-26(Ipe
beam
IPE330(2)[4])
Beam-27(Ipe
beam
IPE180(6)[5])
Beam-28(Ipe
beam
IPE180(5)[3])
Beam-29(Ipe
beam
IPE180(17)[7])
1
344225
11241.8
9.37452e+06
17362.3
9.72999e+06
2
344225
5927.47
1.01069e+07
-17259.9
1.04571e+07
1
2.70923e+06
130910
2.75272e+06
-24822.1
5.59287e+06
2
2.84048e+06
-45122
-9.99822e+06
24818.5
1.28838e+07
1
316323
47035.9
-202276
35392.3
565635
2
393528
-154313
-2.00443e+06
-35428
2.55227e+06
1
-1.44107e+06
-125653
-1.14901e+07
2
-4.0721e+06
71867.4
3.42938e+06
3
-1.44107e+06
-110745
-5.59797e+06
4
1
-3.17403e+06
4.20534e+06
-1401.94
266265
-2.73117e+06
-2.69251e+06
4.32871e+06
-2790.71
4.32871e+06
62819.6
-32517.5
2
4.28255e+06
-93463.6
7.38781e+06
31710
1.17638e+07
1
0
0
0
0
0
2
1.73679e+06
-498876
904424
-523277
3.14009e+06
1
8.85329e+06
-770457
-1.12402e+06
239435
1.07478e+07
2
8.73748e+06
672483
-9.93035e+06
-238895
1.93403e+07
1
-1.15524e+06
-863523
-3.41008e+06
5.42884e+06
2
-1.15524e+06
540362
2.93682e+06
1
-1.08486e+06
857148
4.24188e+06
2.6598e+06
2.66028e+06
3.12335e+06
2
-1.08486e+06
-1.00676e+06
-6.74069e+06
-3.1235e+06
8.83231e+06
1
0
0
0
0
0
2
1.39006e+06
459036
824064
474322
2.67316e+06
1
2
3
4
1
-3.40281e+06
-836192
-3.2491e+06
-836192
1.21644e+06
47150.6
-226900
2203.94
-172497
-523434
2.31869e+06
-2.74431e+06
-4.69076e+06
1.02677e+07
1.04842e+06
-14704.7
4.23374e+06
30780.7
4.23374e+06
-605595
5.76865e+06
3.8074e+06
7.94206e+06
1.12764e+07
2.7883e+06
2
1.21644e+06
318799
1.34742e+06
605586
2.88266e+06
1
2
3
4
1
-157863
1.08044e+06
-26615
-1.10371e+06
3.97276e+06
-150.766
55762.1
18596.8
8229.41
-213642
-962486
2.14663e+07
1.75852e+07
121967
-1.20219e+06
-31359.4
835480
31359.4
-162990
-63186.8
1.1205e+06
2.26025e+07
1.76304e+07
1.2339e+06
5.38859e+06
2
4.10401e+06
-364136
-9.62967e+06
62443.2
1.40978e+07
1
351405
23737.7
1.10244e+07
-83741.1
1.13996e+07
2
351405
6572.86
1.24057e+07
83653.5
1.27636e+07
1
-951181
177935
-1.75523e+06
449484
2.88434e+06
2
-873977
-237860
-808703
-449454
1.92054e+06
Analyzed with SOLIDWORKS Simulation
1.30568e+07
7.57335e+06
7.14978e+06
5.90661e+06
7.16411e+06
4.63242e+06
6.18388e+06
Simulation of Elevador V12
24
Christian Blois
09-Jul-19
Beam-30(Ipe
beam
IPE180(17)[6])
Beam-31(Ipe
beam
IPE180(5)[2])
Beam-32(Ipe
beam
IPE330(2)[3])
Beam-33(Ipe
beam
IPE180(6)[4])
Beam-34(Ipe
beam
IPE180(4)[11])
Beam-35(Ipe
beam
IPE180(18)[3])
Beam-36(Ipe
beam
IPE180(4)[8])
Beam-37(Ipe
beam
IPE180(17)[1])
Beam-38(Ipe
beam
IPE330(2)[2])
Beam-39(Ipe
beam
IPE180(6)[3])
Beam-40(Ipe
beam
IPE330(1)[3])
Beam-41(Ipe
beam
IPE330(2)[1])
Beam-42(Ipe
beam
IPE180(6)[2])
Beam-43(Ipe
beam
IPE180(4)[16])
Beam-44(Ipe
beam
IPE180(4)[19])
Beam-45(Ipe
beam
1
3.25454e+06
45186.5
-2.68167e+06
5397.42
5.98139e+06
2
3.33174e+06
-75372.2
5.83421e+06
-5400.54
9.24132e+06
1
252623
49160.8
-6.76914e+06
725355
7.07092e+06
2
252623
-54577.1
-9.09305e+06
-729513
9.40025e+06
1
2
-1.0907e+06
-175758
7638.92
-776.054
2.18004e+06
1.09e+06
3.27838e+06
1.26653e+06
3
1.1798e+06
74358.7
-2.46418e+07
4
1
-44510
8.20913e+06
22749.4
96722.1
-2.07751e+07
9.34684e+06
-287375
-378859
1.44861e+06
378859
115595
2
8.30177e+06
-527080
2.26423e+06
-115605
1.10931e+07
1
-1.02321e+06
-921250
-6.73937e+06
2
1
-1.02321e+06
4.38025e+06
722323
273100
4.26018e+06
3.68433e+06
2.11993e+06
2.11907e+06
39916.9
2
4.45745e+06
-226403
-1.00249e+07
-40853.2
1.47088e+07
1
0
0
0
0
0
2
249318
111158
2.16453e+06
130471
2.525e+06
1
-2.28894e+06
-831377
-499924
138283
3.62024e+06
2
0
0
0
0
0
1
2
3
4
1
996214
965332
-55034.7
-1.55365e+06
3.50727e+06
17353
10644.7
-307.952
3583.6
129311
-2.25138e+07
-2.05781e+07
560404
-61100.5
1.65077e+06
-439474
-439474
-19947.9
65762.2
4200.12
2.35273e+07
2.15541e+07
615746
1.61834e+06
5.28735e+06
2
3.63852e+06
-79830.9
7.96709e+06
-4197.7
1.16854e+07
1
388070
-457.318
-3.11786e+07
2
3
4
1
2
3
4
1
551220
-2.0392e+06
-2.0392e+06
-1.44901e+06
-100187
1.13073e+06
31061.5
9.94852e+06
-31624.1
23718.7
-1039.82
8210.19
-256.326
30775.9
11945.6
444396
4.45042e+06
1.59403e+07
61100.5
-2.50984e+06
-798487
2.59404e+07
2.0937e+07
3.0791e+06
1.38062e+06
-2.5807e+06
-226493
226493
-313651
-113411
483997
113411
66716.9
2
9.83271e+06
88687.3
9.71799e+06
-67511.4
1
-1.1131e+06
-1.20573e+06
3.37754e+06
2
1
-1.1131e+06
-1.13631e+06
1.18899e+06
1.46534e+06
-6.81274e+06
4.20297e+06
2
-1.13631e+06
-826067
-3.49981e+06
1
2
154406
-1.84405e+06
8967.58
-2577.17
-3.87437e+07
121967
Analyzed with SOLIDWORKS Simulation
2.93986e+06
2.94065e+06
2.86627e+06
2.86627e+06
104277
520868
2.58959e+07
2.08424e+07
1.76527e+07
8.68383e+06
6.00571e+06
8.33768e+06
3.15672e+07
5.03327e+06
1.80032e+07
2.10134e+06
3.96707e+06
898930
2.71019e+07
2.098e+07
1.3472e+07
1.96394e+07
5.69638e+06
9.11483e+06
6.80462e+06
5.46218e+06
3.8907e+07
1.9686e+06
Simulation of Elevador V12
25
Christian Blois
09-Jul-19
IPE330(1)[2])
Beam-46(Ipe
beam
IPE180(4)[7])
Beam-47(Ipe
beam
IPE180(4)[15])
Beam-48(Ipe
beam
IPE180(6)[1])
Beam-49(Ipe
beam
IPE180(4)[18])
3
4
1
154406
319849
0
-43649.6
-23509.1
0
1.76529e+06
1.17257e+07
0
-104277
5.8535e+06
0
1.96334e+06
1.20691e+07
0
2
331855
-51357.5
2.18997e+06
-137221
2.57319e+06
1
-1.05172e+06
-1.24037e+06
4.75758e+06
2
1
-1.05172e+06
3.38689e+06
1.19272e+06
207801
-6.81649e+06
-2.10466e+06
2.52571e+06
2.5259e+06
47411.7
2
3.51814e+06
-228996
1.12425e+07
-48271.9
1.49896e+07
1
-1.16614e+06
-480539
-3.48207e+06
-46682.5
5.12875e+06
2
-1.16614e+06
-303298
-2.92121e+06
47153.7
4.39064e+06
Analyzed with SOLIDWORKS Simulation
7.04967e+06
9.06093e+06
5.69935e+06
Simulation of Elevador V12
26
Christian Blois
09-Jul-19
Study Results
Name
Type
Min
Max
Stress1
Upper bound axial and bending
0.000
N/mm^2
(MPa)
Element: 687
39.129 N/mm^2
(MPa)
Element: 23
Elevador V12-Static 1-Stress-Stress1
Name
Type
Min
Max
Displacement1
URES: Resultant Displacement
0.000
mm
Node: 24
7.582
mm
Node: 141
Analyzed with SOLIDWORKS Simulation
Simulation of Elevador V12
27
Christian Blois
09-Jul-19
Elevador V12-Static 1-Displacement-Displacement1
Conclusion
Los refuerzos debajo del piso no aportan mayor rigidez, y agregan peso a la estructura.
Analyzed with SOLIDWORKS Simulation
Simulation of Elevador V12
28