Part1-static 1-1 Pengujian Report.docx

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten Phone: (0254) 395 502 FtUntirta.ac.id

Simulation of Part1 Date: Wednesday, May 17, 2017 Designer: EKO DODI SUTIAWAN Study name: Static 1 Analysis type: Static

Table of Contents Description ............................................ 1 Assumptions .......................................... 2 Model Information ................................... 2 Study Properties ................................... 19 Units ................................................. 20 Material Properties ................................ 21

Description

Loads and Fixtures................................. 24

No Data

Connector Definitions ............................. 25 Contact Information ............................... 25 Mesh information .................................. 26 Sensor Details ...................................... 26 Resultant Forces ................................... 27 Beams ................................................ 28 Study Results ....................................... 42 Conclusion .......................................... 44

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

1

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

EKO DODI SUTIAWAN 5/17/2017

Assumptions

Model Information

Model name: Part1 Current Configuration: Default

Beam Bodies: Document Name and Reference

Formulation

Beam-1(Mirror1[12]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Properties Section StandardSection Area: 238.258in^2 Length:551.437mm Volume:0.000131028m^3 Mass Density:7700kg/m^3 Mass:1.00891kg Weight:9.88736N

Document Path/Date Modified

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

2

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-2(Mirror1[22]) Beam – Uniform C/S

Beam-3(Mirror1[6]) Beam – Uniform C/S

Beam-4(Mirror1[25]) Beam – Uniform C/S

Beam-5(Pipe 26.9 X 3.2(2)[15]) Beam – Uniform C/S

Beam-6(Pipe 33.7 X 4.0(2)[4]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section StandardSection Area: 238.258in^2 Length:121.766mm Volume:2.90486e-005m^3 Mass Density:7700kg/m^3 Mass:0.223674kg Weight:2.19201N Section StandardSection Area: 238.258in^2 Length:319.588mm Volume:7.61446e-005m^3 Mass Density:7700kg/m^3 Mass:0.586313kg Weight:5.74587N Section StandardSection Area: 238.258in^2 Length:331.592mm Volume:7.84771e-005m^3 Mass Density:7700kg/m^3 Mass:0.604274kg Weight:5.92188N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:121.766mm Volume:2.90486e-005m^3 Mass Density:7700kg/m^3 Mass:0.223674kg Weight:2.19201N Section Standardiso/pipe/33.7 x 4.0 Section Area: 373.221in^2 Length:600.327mm Volume:0.00022392m^3 Mass Density:7700kg/m^3 Mass:1.72418kg Weight:16.897N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

3

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-7(Mirror1[9]) Beam – Uniform C/S

Beam-8(Mirror1[19]) Beam – Uniform C/S

Beam-9(Pipe 26.9 X 3.2(15)[1]) Beam – Uniform C/S

Beam-10(Pipe 26.9 X 3.2(2)[25]) Beam – Uniform C/S

Beam-11(Pipe 26.9 X 3.2(15)[6]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section StandardSection Area: 238.258in^2 Length:314.07mm Volume:7.48487e-005m^3 Mass Density:7700kg/m^3 Mass:0.576335kg Weight:5.64808N Section StandardSection Area: 238.258in^2 Length:122.27mm Volume:2.91689e-005m^3 Mass Density:7700kg/m^3 Mass:0.224601kg Weight:2.20109N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:600mm Volume:0.000142955m^3 Mass Density:7700kg/m^3 Mass:1.10075kg Weight:10.7874N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:2719.28mm Volume:0.000647892m^3 Mass Density:7700kg/m^3 Mass:4.98877kg Weight:48.8899N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:600mm Volume:0.000142955m^3 Mass Density:7700kg/m^3 Mass:1.10075kg Weight:10.7874N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

4

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-12(Pipe 26.9 X 3.2(2)[22]) Beam – Uniform C/S

Beam-13(Pipe 26.9 X 3.2(2)[2]) Beam – Uniform C/S

Beam-14(Pipe 26.9 X 3.2(2)[18]) Beam – Uniform C/S

Beam-15(Pipe 26.9 X 3.2(15)[14]) Beam – Uniform C/S

Beam-16(Mirror1[3]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:277.676mm Volume:6.56752e-005m^3 Mass Density:7700kg/m^3 Mass:0.505699kg Weight:4.95585N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:124.723mm Volume:2.97464e-005m^3 Mass Density:7700kg/m^3 Mass:0.229047kg Weight:2.24466N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:331.592mm Volume:7.84657e-005m^3 Mass Density:7700kg/m^3 Mass:0.604186kg Weight:5.92102N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:416.193mm Volume:9.86709e-005m^3 Mass Density:7700kg/m^3 Mass:0.759766kg Weight:7.44571N Section StandardSection Area: 373.221in^2 Length:599.788mm Volume:0.00022394m^3 Mass Density:7700kg/m^3 Mass:1.72433kg Weight:16.8985N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

5

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-17(Pipe 26.9 X 3.2(15)[10]) Beam – Uniform C/S

Beam-18(Mirror1[16]) Beam – Uniform C/S

Beam-19(Pipe 26.9 X 3.2(2)[7]) Beam – Uniform C/S

Beam-20(Square tube 20 X 20 X 2(1)[3]) Beam – Uniform C/S

Beam-21(Pipe 26.9 X 3.2(4)) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:600mm Volume:0.000142955m^3 Mass Density:7700kg/m^3 Mass:1.10075kg Weight:10.7874N Section StandardSection Area: 238.258in^2 Length:346.894mm Volume:8.26504e-005m^3 Mass Density:7700kg/m^3 Mass:0.636408kg Weight:6.2368N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:551.437mm Volume:0.000131028m^3 Mass Density:7700kg/m^3 Mass:1.00891kg Weight:9.88736N Section Standard-iso/square tube/20 x 20 x 2 Section Area: 133.699in^2 Length:600mm Volume:8.02195e-005m^3 Mass Density:7700kg/m^3 Mass:0.61769kg Weight:6.05336N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:600mm Volume:0.000142955m^3 Mass Density:7700kg/m^3 Mass:1.10075kg Weight:10.7874N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

6

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-22(Pipe 26.9 X 3.2(2)[6]) Beam – Uniform C/S

Beam-23(Pipe 33.7 X 4.0(2)[5]) Beam – Uniform C/S

Beam-24(Pipe 26.9 X 3.2(2)[11]) Beam – Uniform C/S

Beam-25(Pipe 33.7 X 4.0(2)[1]) Beam – Uniform C/S

Beam-26(Mirror1[13]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:600.778mm Volume:0.000142028m^3 Mass Density:7700kg/m^3 Mass:1.09362kg Weight:10.7174N Section Standardiso/pipe/33.7 x 4.0 Section Area: 373.221in^2 Length:2553.98mm Volume:0.000953185m^3 Mass Density:7700kg/m^3 Mass:7.33953kg Weight:71.9273N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:346.894mm Volume:8.26504e-005m^3 Mass Density:7700kg/m^3 Mass:0.636408kg Weight:6.2368N Section Standardiso/pipe/33.7 x 4.0 Section Area: 373.221in^2 Length:2078.39mm Volume:0.000775678m^3 Mass Density:7700kg/m^3 Mass:5.97272kg Weight:58.5326N Section StandardSection Area: 238.258in^2 Length:551.429mm Volume:0.000131022m^3 Mass Density:7700kg/m^3 Mass:1.00887kg Weight:9.88689N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

7

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-27(Mirror1[7]) Beam – Uniform C/S

Beam-28(Pipe 26.9 X 3.2(15)[2]) Beam – Uniform C/S

Beam-29(Square tube 20 X 20 X 2(1)[2]) Beam – Uniform C/S

Beam-30(Pipe 26.9 X 3.2(2)[14]) Beam – Uniform C/S

Beam-31(Pipe 33.7 X 4.0(2)[6]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section StandardSection Area: 238.258in^2 Length:124.723mm Volume:2.97464e-005m^3 Mass Density:7700kg/m^3 Mass:0.229047kg Weight:2.24466N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:600mm Volume:0.000142955m^3 Mass Density:7700kg/m^3 Mass:1.10075kg Weight:10.7874N Section Standard-iso/square tube/20 x 20 x 2 Section Area: 133.699in^2 Length:600mm Volume:8.02195e-005m^3 Mass Density:7700kg/m^3 Mass:0.61769kg Weight:6.05336N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:1581.63mm Volume:0.000376837m^3 Mass Density:7700kg/m^3 Mass:2.90164kg Weight:28.4361N Section Standardiso/pipe/33.7 x 4.0 Section Area: 373.221in^2 Length:595.861mm Volume:0.00021919m^3 Mass Density:7700kg/m^3 Mass:1.68776kg Weight:16.5401N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

8

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-32(Mirror1[23]) Beam – Uniform C/S

Beam-33(Mirror1[26]) Beam – Uniform C/S

Beam-34(Mirror1[20]) Beam – Uniform C/S

Beam-35(Pipe 26.9 X 3.2(15)[7]) Beam – Uniform C/S

Beam-36(Mirror1[10]) Beam – Uniform C/S

Beam-37(Mirror1[4]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section StandardSection Area: 238.258in^2 Length:276.16mm Volume:6.53141e-005m^3 Mass Density:7700kg/m^3 Mass:0.502919kg Weight:4.9286N Section StandardSection Area: 238.258in^2 Length:313.658mm Volume:7.42042e-005m^3 Mass Density:7700kg/m^3 Mass:0.571372kg Weight:5.59945N Section StandardSection Area: 238.258in^2 Length:1581.63mm Volume:0.000376837m^3 Mass Density:7700kg/m^3 Mass:2.90164kg Weight:28.4361N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:600mm Volume:0.000142955m^3 Mass Density:7700kg/m^3 Mass:1.10075kg Weight:10.7874N Section StandardSection Area: 238.258in^2 Length:600.778mm Volume:0.000142028m^3 Mass Density:7700kg/m^3 Mass:1.09362kg Weight:10.7174N Section StandardSection Area: 373.221in^2 Length:2078.39mm Volume:0.000775678m^3 Mass Density:7700kg/m^3 Mass:5.97272kg Weight:58.5326N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

9

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-38(Pipe 26.9 X 3.2(15)[11]) Beam – Uniform C/S

Beam-39(Pipe 26.9 X 3.2(2)[17]) Beam – Uniform C/S

Beam-40(Pipe 26.9 X 3.2(2)[1]) Beam – Uniform C/S

Beam-41(Square tube 20 X 20 X 2(1)[4]) Beam – Uniform C/S

Beam-42(Pipe 26.9 X 3.2(2)[24]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:600mm Volume:0.000142955m^3 Mass Density:7700kg/m^3 Mass:1.10075kg Weight:10.7874N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:347.653mm Volume:8.22916e-005m^3 Mass Density:7700kg/m^3 Mass:0.633646kg Weight:6.20973N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:319.588mm Volume:7.61446e-005m^3 Mass Density:7700kg/m^3 Mass:0.586313kg Weight:5.74587N Section Standard-iso/square tube/20 x 20 x 2 Section Area: 133.699in^2 Length:600mm Volume:8.02195e-005m^3 Mass Density:7700kg/m^3 Mass:0.61769kg Weight:6.05336N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:275.226mm Volume:6.50914e-005m^3 Mass Density:7700kg/m^3 Mass:0.501204kg Weight:4.9118N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

10

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-43(Pipe 26.9 X 3.2(2)[20]) Beam – Uniform C/S

Beam-44(Mirror1[17]) Beam – Uniform C/S

Beam-45(Pipe 26.9 X 3.2(15)[15]) Beam – Uniform C/S

Beam-46(Square tube 20 X 20 X 2(1)[1]) Beam – Uniform C/S

Beam-47(Pipe 26.9 X 3.2(2)[8]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:347.814mm Volume:8.21972e-005m^3 Mass Density:7700kg/m^3 Mass:0.632918kg Weight:6.2026N Section StandardSection Area: 238.258in^2 Length:567.354mm Volume:0.000135337m^3 Mass Density:7700kg/m^3 Mass:1.0421kg Weight:10.2126N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:412.27mm Volume:9.52849e-005m^3 Mass Density:7700kg/m^3 Mass:0.733694kg Weight:7.1902N Section Standard-iso/square tube/20 x 20 x 2 Section Area: 133.699in^2 Length:600mm Volume:8.02195e-005m^3 Mass Density:7700kg/m^3 Mass:0.61769kg Weight:6.05336N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:231.558mm Volume:5.46757e-005m^3 Mass Density:7700kg/m^3 Mass:0.421003kg Weight:4.12583N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

11

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-48(Pipe 26.9 X 3.2(2)[4]) Beam – Uniform C/S

Beam-49(Pipe 33.7 X 4.0(2)[8]) Beam – Uniform C/S

Beam-50(Pipe 26.9 X 3.2(2)[10]) Beam – Uniform C/S

Beam-51(Mirror1[1]) Beam – Uniform C/S

Beam-52(Mirror3[1]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:314.07mm Volume:7.48478e-005m^3 Mass Density:7700kg/m^3 Mass:0.576328kg Weight:5.64802N Section Standardiso/pipe/33.7 x 4.0 Section Area: 373.221in^2 Length:595.871mm Volume:0.000219201m^3 Mass Density:7700kg/m^3 Mass:1.68785kg Weight:16.5409N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:131.551mm Volume:3.13785e-005m^3 Mass Density:7700kg/m^3 Mass:0.241614kg Weight:2.36782N Section StandardSection Area: 373.221in^2 Length:2553.98mm Volume:0.000953185m^3 Mass Density:7700kg/m^3 Mass:7.33953kg Weight:71.9273N Section StandardSection Area: 238.258in^2 Length:600mm Volume:0.000142955m^3 Mass Density:7700kg/m^3 Mass:1.10075kg Weight:10.7874N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

12

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-53(Pipe 26.9 X 3.2(15)[3]) Beam – Uniform C/S

Beam-54(Mirror1[14]) Beam – Uniform C/S

Beam-55(Mirror1[8]) Beam – Uniform C/S

Beam-56(Pipe 26.9 X 3.2(15)[5]) Beam – Uniform C/S

Beam-57(Pipe 26.9 X 3.2(15)[8]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:600mm Volume:0.000142955m^3 Mass Density:7700kg/m^3 Mass:1.10075kg Weight:10.7874N Section StandardSection Area: 238.258in^2 Length:753.369mm Volume:0.000179534m^3 Mass Density:7700kg/m^3 Mass:1.38241kg Weight:13.5476N Section StandardSection Area: 238.258in^2 Length:2183.6mm Volume:0.000520339m^3 Mass Density:7700kg/m^3 Mass:4.00661kg Weight:39.2648N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:639.705mm Volume:0.000152022m^3 Mass Density:7700kg/m^3 Mass:1.17057kg Weight:11.4716N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:600mm Volume:0.000142955m^3 Mass Density:7700kg/m^3 Mass:1.10075kg Weight:10.7874N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

13

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-58(Pipe 26.9 X 3.2(2)[13]) Beam – Uniform C/S

Beam-59(Pipe 26.9 X 3.2(24)) Beam – Uniform C/S

Beam-60(Pipe 33.7 X 4.0(2)[3]) Beam – Uniform C/S

Beam-61(Mirror1[21]) Beam – Uniform C/S

Beam-62(Mirror1[24]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:122.27mm Volume:2.91689e-005m^3 Mass Density:7700kg/m^3 Mass:0.224601kg Weight:2.20109N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:600mm Volume:0.000142955m^3 Mass Density:7700kg/m^3 Mass:1.10075kg Weight:10.7874N Section Standardiso/pipe/33.7 x 4.0 Section Area: 373.221in^2 Length:638.854mm Volume:0.00023829m^3 Mass Density:7700kg/m^3 Mass:1.83484kg Weight:17.9814N Section StandardSection Area: 238.258in^2 Length:230.167mm Volume:5.48393e-005m^3 Mass Density:7700kg/m^3 Mass:0.422263kg Weight:4.13817N Section StandardSection Area: 238.258in^2 Length:347.653mm Volume:8.23036e-005m^3 Mass Density:7700kg/m^3 Mass:0.633738kg Weight:6.21063N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

14

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-63(Mirror1[27]) Beam – Uniform C/S

Beam-64(Mirror1[11]) Beam – Uniform C/S

Beam-65(Mirror1[5]) Beam – Uniform C/S

Beam-66(Pipe 26.9 X 3.2(2)[16]) Beam – Uniform C/S

Beam-67(Pipe 33.7 X 4.0(2)[7]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section StandardSection Area: 238.258in^2 Length:347.814mm Volume:8.21972e-005m^3 Mass Density:7700kg/m^3 Mass:0.632918kg Weight:6.2026N Section StandardSection Area: 238.258in^2 Length:231.558mm Volume:5.46762e-005m^3 Mass Density:7700kg/m^3 Mass:0.421006kg Weight:4.12586N Section StandardSection Area: 238.258in^2 Length:2719.28mm Volume:0.000647892m^3 Mass Density:7700kg/m^3 Mass:4.98877kg Weight:48.8899N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:230.167mm Volume:5.48393e-005m^3 Mass Density:7700kg/m^3 Mass:0.422263kg Weight:4.13817N Section Standardiso/pipe/33.7 x 4.0 Section Area: 373.221in^2 Length:601.563mm Volume:0.000223872m^3 Mass Density:7700kg/m^3 Mass:1.72381kg Weight:16.8934N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

15

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-68(Pipe 26.9 X 3.2(15)[12]) Beam – Uniform C/S

Beam-69(Mirror1[18]) Beam – Uniform C/S

Beam-70(Pipe 26.9 X 3.2(15)[13]) Beam – Uniform C/S

Beam-71(Pipe 26.9 X 3.2(2)[21]) Beam – Uniform C/S

Beam-72(Pipe 26.9 X 3.2(2)[23]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:600mm Volume:0.000142955m^3 Mass Density:7700kg/m^3 Mass:1.10075kg Weight:10.7874N Section StandardSection Area: 238.258in^2 Length:234.419mm Volume:5.58523e-005m^3 Mass Density:7700kg/m^3 Mass:0.430062kg Weight:4.21461N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:844.629mm Volume:0.000198776m^3 Mass Density:7700kg/m^3 Mass:1.53057kg Weight:14.9996N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:567.354mm Volume:0.000135337m^3 Mass Density:7700kg/m^3 Mass:1.0421kg Weight:10.2126N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:276.16mm Volume:6.53141e-005m^3 Mass Density:7700kg/m^3 Mass:0.502919kg Weight:4.9286N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

16

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-73(Pipe 26.9 X 3.2(2)[19]) Beam – Uniform C/S

Beam-74(Mirror3[2]) Beam – Uniform C/S

Beam-75(Pipe 26.9 X 3.2(2)[3]) Beam – Uniform C/S

Beam-76(Pipe 26.9 X 3.2(2)[9]) Beam – Uniform C/S

Beam-77(Mirror1[2]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:313.658mm Volume:7.41934e-005m^3 Mass Density:7700kg/m^3 Mass:0.571289kg Weight:5.59863N Section StandardSection Area: 238.258in^2 Length:277.676mm Volume:6.56752e-005m^3 Mass Density:7700kg/m^3 Mass:0.505699kg Weight:4.95585N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:2183.6mm Volume:0.000520339m^3 Mass Density:7700kg/m^3 Mass:4.00661kg Weight:39.2648N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:753.369mm Volume:0.000179534m^3 Mass Density:7700kg/m^3 Mass:1.38241kg Weight:13.5476N Section StandardSection Area: 373.221in^2 Length:638.854mm Volume:0.00023829m^3 Mass Density:7700kg/m^3 Mass:1.83484kg Weight:17.9814N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

17

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-78(Pipe 26.9 X 3.2(15)[4]) Beam – Uniform C/S

Beam-79(Pipe 26.9 X 3.2(15)[9]) Beam – Uniform C/S

Beam-80(Mirror1[15]) Beam – Uniform C/S

Beam-81(Pipe 26.9 X 3.2(2)[5]) Beam – Uniform C/S

Beam-82(Pipe 26.9 X 3.2(2)[12]) Beam – Uniform C/S

Analyzed with SOLIDWORKS Simulation

Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:600mm Volume:0.000142955m^3 Mass Density:7700kg/m^3 Mass:1.10075kg Weight:10.7874N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:600mm Volume:0.000142955m^3 Mass Density:7700kg/m^3 Mass:1.10075kg Weight:10.7874N Section StandardSection Area: 238.258in^2 Length:131.551mm Volume:3.13785e-005m^3 Mass Density:7700kg/m^3 Mass:0.241614kg Weight:2.36782N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:551.429mm Volume:0.000131022m^3 Mass Density:7700kg/m^3 Mass:1.00887kg Weight:9.88689N Section Standardiso/pipe/26.9 x 3.2 Section Area: 238.258in^2 Length:234.419mm Volume:5.58523e-005m^3 Mass Density:7700kg/m^3 Mass:0.430062kg Weight:4.21461N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

Simulation of Part1

18

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-83(Pipe 33.7 X 4.0(2)[2]) Beam – Uniform C/S

Beam-84(Mirror1[28]) Beam – Uniform C/S

Section Standardiso/pipe/33.7 x 4.0 Section Area: 373.221in^2 Length:599.788mm Volume:0.00022394m^3 Mass Density:7700kg/m^3 Mass:1.72433kg Weight:16.8985N Section StandardSection Area: 238.258in^2 Length:275.226mm Volume:6.50914e-005m^3 Mass Density:7700kg/m^3 Mass:0.501204kg Weight:4.9118N

EKO DODI SUTIAWAN 5/17/2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

D:\KULIAH\TUGAS KULIAH\weldments\Part1. SLDPRT May 17 12:52:25 2017

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 (D:\KULIAH\TUGAS KULIAH\weldments)

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

19

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

EKO DODI SUTIAWAN 5/17/2017

Units Unit system:

SI (MKS)

Length/Displacement

mm

Temperature

Kelvin

Angular velocity

Rad/sec

Pressure/Stress

N/m^2

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

20

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

EKO DODI SUTIAWAN 5/17/2017

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

Alloy Steel (SS) Linear Elastic Isotropic Max von Mises Stress 6.20422e+008 N/m^2 7.23826e+008 N/m^2 2.1e+011 N/m^2 0.28 7700 kg/m^3 7.9e+010 N/m^2 1.3e-005 /Kelvin

Components SolidBody 1(Mirror1[12])(Part1), SolidBody 2(Mirror1[22])(Part1), SolidBody 3(Mirror1[6])(Part1), SolidBody 4(Mirror1[25])(Part1), SolidBody 5(Pipe 26.9 X 3.2(2)[15])(Part1), SolidBody 6(Pipe 33.7 X 4.0(2)[4])(Part1), SolidBody 7(Mirror1[9])(Part1), SolidBody 8(Mirror1[19])(Part1), SolidBody 9(Pipe 26.9 X 3.2(15)[1])(Part1), SolidBody 10(Pipe 26.9 X 3.2(2)[25])(Part1), SolidBody 11(Pipe 26.9 X 3.2(15)[6])(Part1), SolidBody 12(Pipe 26.9 X 3.2(2)[22])(Part1), SolidBody 13(Pipe 26.9 X 3.2(2)[2])(Part1), SolidBody 14(Pipe 26.9 X 3.2(2)[18])(Part1), SolidBody 15(Pipe 26.9 X 3.2(15)[14])(Part1), SolidBody 16(Mirror1[3])(Part1), SolidBody 17(Pipe 26.9 X 3.2(15)[10])(Part1), SolidBody 18(Mirror1[16])(Part1), SolidBody 19(Pipe 26.9 X 3.2(2)[7])(Part1), SolidBody 20(Square tube 20 X 20 X 2(1)[3])(Part1), SolidBody 21(Pipe 26.9 X 3.2(4))(Part1), SolidBody 22(Pipe 26.9 X 3.2(2)[6])(Part1), SolidBody 23(Pipe 33.7 X

Simulation of Part1

21

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

EKO DODI SUTIAWAN 5/17/2017

4.0(2)[5])(Part1), SolidBody 24(Pipe 26.9 X 3.2(2)[11])(Part1), SolidBody 25(Pipe 33.7 X 4.0(2)[1])(Part1), SolidBody 26(Mirror1[13])(Part1), SolidBody 27(Mirror1[7])(Part1), SolidBody 28(Pipe 26.9 X 3.2(15)[2])(Part1), SolidBody 29(Square tube 20 X 20 X 2(1)[2])(Part1), SolidBody 30(Pipe 26.9 X 3.2(2)[14])(Part1), SolidBody 31(Pipe 33.7 X 4.0(2)[6])(Part1), SolidBody 32(Mirror1[23])(Part1), SolidBody 33(Mirror1[26])(Part1), SolidBody 34(Mirror1[20])(Part1), SolidBody 35(Pipe 26.9 X 3.2(15)[7])(Part1), SolidBody 36(Mirror1[10])(Part1), SolidBody 37(Mirror1[4])(Part1), SolidBody 38(Pipe 26.9 X 3.2(15)[11])(Part1), SolidBody 39(Pipe 26.9 X 3.2(2)[17])(Part1), SolidBody 40(Pipe 26.9 X 3.2(2)[1])(Part1), SolidBody 41(Square tube 20 X 20 X 2(1)[4])(Part1), SolidBody 42(Pipe 26.9 X 3.2(2)[24])(Part1), SolidBody 43(Pipe 26.9 X 3.2(2)[20])(Part1), SolidBody 44(Mirror1[17])(Part1), SolidBody 45(Pipe 26.9 X 3.2(15)[15])(Part1), SolidBody 46(Square tube 20 X 20 X 2(1)[1])(Part1), SolidBody 47(Pipe 26.9 X 3.2(2)[8])(Part1), SolidBody 48(Pipe 26.9 X

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

22

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

EKO DODI SUTIAWAN 5/17/2017

3.2(2)[4])(Part1), SolidBody 49(Pipe 33.7 X 4.0(2)[8])(Part1), SolidBody 50(Pipe 26.9 X 3.2(2)[10])(Part1), SolidBody 51(Mirror1[1])(Part1), SolidBody 52(Mirror3[1])(Part1), SolidBody 53(Pipe 26.9 X 3.2(15)[3])(Part1), SolidBody 54(Mirror1[14])(Part1), SolidBody 55(Mirror1[8])(Part1), SolidBody 56(Pipe 26.9 X 3.2(15)[5])(Part1), SolidBody 57(Pipe 26.9 X 3.2(15)[8])(Part1), SolidBody 58(Pipe 26.9 X 3.2(2)[13])(Part1), SolidBody 59(Pipe 26.9 X 3.2(24))(Part1), SolidBody 60(Pipe 33.7 X 4.0(2)[3])(Part1), SolidBody 61(Mirror1[21])(Part1), SolidBody 62(Mirror1[24])(Part1), SolidBody 63(Mirror1[27])(Part1), SolidBody 64(Mirror1[11])(Part1), SolidBody 65(Mirror1[5])(Part1), SolidBody 66(Pipe 26.9 X 3.2(2)[16])(Part1), SolidBody 67(Pipe 33.7 X 4.0(2)[7])(Part1), SolidBody 68(Pipe 26.9 X 3.2(15)[12])(Part1), SolidBody 69(Mirror1[18])(Part1), SolidBody 70(Pipe 26.9 X 3.2(15)[13])(Part1), SolidBody 71(Pipe 26.9 X 3.2(2)[21])(Part1), SolidBody 72(Pipe 26.9 X 3.2(2)[23])(Part1), SolidBody 73(Pipe 26.9 X

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

23

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

EKO DODI SUTIAWAN 5/17/2017

3.2(2)[19])(Part1), SolidBody 74(Mirror3[2])(Part1), SolidBody 75(Pipe 26.9 X 3.2(2)[3])(Part1), SolidBody 76(Pipe 26.9 X 3.2(2)[9])(Part1), SolidBody 77(Mirror1[2])(Part1), SolidBody 78(Pipe 26.9 X 3.2(15)[4])(Part1), SolidBody 79(Pipe 26.9 X 3.2(15)[9])(Part1), SolidBody 80(Mirror1[15])(Part1), SolidBody 81(Pipe 26.9 X 3.2(2)[5])(Part1), SolidBody 82(Pipe 26.9 X 3.2(2)[12])(Part1), SolidBody 83(Pipe 33.7 X 4.0(2)[2])(Part1), SolidBody 84(Mirror1[28])(Part1) Curve Data:N/A

Loads and Fixtures Fixture name

Fixture Image

Fixture Details Entities: Type:

4 Joint(s) Fixed Geometry

Fixed-1

Load name

Load Image

Load Details Entities: Reference: Type: Values: Moments:

Force-1

Analyzed with SOLIDWORKS Simulation

1 plane(s), 34 Beam (s) Front Plane Apply force ---, -100, --- N ---, ---, --- N.m

Simulation of Part1

24

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

EKO DODI SUTIAWAN 5/17/2017

Connector Definitions No Data

Contact Information No Data

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

25

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

EKO DODI SUTIAWAN 5/17/2017

Mesh information Mesh type

Beam Mesh

Mesh information - Details Total Nodes

1280

Total Elements

1132

Time to complete mesh(hh;mm;ss):

00:00:14

Computer name:

EKO-PC

Sensor Details No Data

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

26

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

EKO DODI SUTIAWAN 5/17/2017

Resultant Forces Reaction forces Selection set

Units

Sum X

Sum Y

Sum Z

Resultant

Entire Model

N

0

3400.01

0

3400.01

Reaction Moments Selection set

Units

Sum X

Sum Y

Sum Z

Resultant

Entire Model

N.m

0.0236153

0.290034

-133.778

133.779

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

27

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

EKO DODI SUTIAWAN 5/17/2017

Beams Beam Forces Beam Name

Joint s 1

Beam1(Mirror1[12])

2

Beam2(Mirror1[22]) Beam3(Mirror1[6])

3 1 2 1 2

Beam4(Mirror1[25]) Beam-5(Pipe 26.9 X 3.2(2)[15]) Beam-6(Pipe 33.7 X 4.0(2)[4]) Beam7(Mirror1[9]) Beam8(Mirror1[19]) Beam-9(Pipe 26.9 X 3.2(15)[1]) Beam-10(Pipe 26.9 X 3.2(2)[25]) Beam-11(Pipe 26.9 X 3.2(15)[6]) Beam-12(Pipe 26.9 X 3.2(2)[22]) Beam-13(Pipe 26.9 X 3.2(2)[2])

1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2

Axial(N ) 65.5544 7.59753 65.5544 -165.35 114.768 -141.39 141.39 34.0788 34.0794 166.494 115.627 615.768 615.768 314.763 571.969 153.226 137.312 0.90899 4 0.90899 9 225.145 225.145 3.32528 3.32527 92.2021 92.2022 153.765 197.769

Shear1(N )

Shear2(N)

Moment1(N. m)

Moment2(N. m)

Torque(N. m)

-205.989

-0.198865

-0.0511141

-37.0006

-0.304087

138.148

0.179193

0.132324

-28.4791

0.0093547

205.989 -36.7457 -124.576 153.877 -153.878

0.198865 -0.988066 0.988066 0.363861 -0.363861

0.090887 -0.189321 0.359263 0.113894 -0.23018

-4.19716 11.1151 -5.31219 12.0139 37.1636

0.304087 0.192155 0.123779 0.059828 -0.0598285

185.09

0.391303

-0.220701

34.0404

-0.114037

-185.09 -37.0752

-0.391303 -1.05235

0.0878664 0.231975

28.7918 -11.2121

0.114036 0.204795

-125.4

1.05235

-0.397982

5.37647

0.158001

-1.84757

-60.9824

-14.3582

1.90272

0.187991

1.84757 -517.322

160.982 0.393307

-52.2675 0.334339

-0.793571 43.9657

-0.187991 0.186023

-198.869

-0.393307

-0.170275

14.6354

0.218932

-70.334

-3.77461

0.733938

-5.67122

-0.412754

-97.8281

3.77461

-0.383124

3.84579

1.0593

0.228634

49.5217

4.03878

0.909552

-0.0119976

-0.22494

50.4783

-4.32576

-1.04562

0.0120109

52.9911

-0.0409464

-0.214068

25.2748

0.0443117

47.0099

0.0409464

0.325413

-17.1425

-0.0443105

0.0875442 0.0838507

50.483

4.62702

-0.771632

-0.00905419

49.5169

-4.33719

0.720213

0.00904509

-10.6945

-3.7203

-0.71699

-0.655846

-0.11558

10.6944 -143.044

3.7203 0.298104

-0.345975 0.0868178

3.71147 -12.0876

0.11558 0.0374324

-70.6571

-0.298104

-0.0434183

17.0389

0.0417393

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

28

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-14(Pipe 26.9 X 3.2(2)[18]) Beam-15(Pipe 26.9 X 3.2(15)[14])

Beam16(Mirror1[3])

1 2 1 2 1 2 3 4

Beam-17(Pipe 26.9 X 3.2(15)[10]) Beam18(Mirror1[16 ]) Beam-19(Pipe 26.9 X 3.2(2)[7])

1 2 1 2 1 2 3

Beam20(Square tube 20 X 20 X 2(1)[3])

1

Beam-21(Pipe 26.9 X 3.2(4))

1

Beam-22(Pipe 26.9 X 3.2(2)[6])

2

9.33634

2 1

68.1131 68.1131 -235.11

2

238.407

1

1031.98 1082.63 1152.95 1020.24 974.464 1102.31 -966.26 968.855

2 3 Beam-23(Pipe 33.7 X 4.0(2)[5])

34.1173 34.1179 57.8675 57.8675 271.747 271.747 271.747 271.747 0.89226 1 0.89226 2 74.1112 74.2234 70.1704 69.4715 4.73075 9.33634

4 5 6 7 8

EKO DODI SUTIAWAN 5/17/2017

186.146

-0.397694

0.217563

34.2368

0.149122

-186.146

0.397694

-0.0825591

28.954

-0.149121

-2.30308

37.3638

-10.4984

0.710611

-8.16227

2.30309 14.2034

62.6362 180.378

5.13732 -98.4128

0.266501 3.31485

8.16227 -2.03712

-14.2034

-280.378

-39.765

5.20418

2.03712

14.2034

272.699

27.0284

-4.55001

-2.03712

-14.2034

-207.303

67.1082

-1.02104

2.03712

-0.217185

49.3848

-4.18392

1.25312

0.019486

0.217183

50.6152

4.55306

-1.38344

-0.0194795

30.1144

0.205415

-0.0556845

23.6784

0.108875

-29.8368

-0.205415

-0.0159352

-13.321

-0.109045

-207.261

0.720124

-0.179678

-37.1965

0.400804

207.496

-0.720124

0.0343013

-4.29094

-0.401285

139.383

-0.467363

-0.157483

-28.6861

-0.0382642

0.0554121

49.6715

4.6799

0.504041

-0.0238495

0.0551236

50.3285

-4.87702

-0.537202

0.0238507

0.252761

-74.2023

24.5891

0.363021

-0.0275359

-0.252761 -21.5311 0.0304542 -195.571

74.2023 -114.568

19.9323 26.5368

-0.211365 -4.70528

0.0275359 -0.0180951

109.674

39.1977

-0.266173

0.00985502

-10.1185

1.1959

-50.2154

1.5034

225.614

28.2028

4.40431

-63.4467

1.05345

141.32

13.7417

2.40651

-35.8889

-0.49275

199.847

10.1185

2.03447

-12.9036

-1.5034

73.1071

16.6308

2.26338

-15.3649

0.11025

59.9793

17.1254

2.62464

2.03004

0.149922

-30.4858

14.1741

2.32701

0.298619

-0.209756

218.457

13.4435

-1.14676

-36.0845

-0.645789

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

29

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

9 10 Beam-24(Pipe 26.9 X 3.2(2)[11])

1 2 1 2 3

Beam-25(Pipe 33.7 X 4.0(2)[1])

4 5 6 7 8 1

Beam26(Mirror1[13 ]) Beam27(Mirror1[7]) Beam-28(Pipe 26.9 X 3.2(15)[2]) Beam29(Square tube 20 X 20 X 2(1)[2])

2 3 1 2 1 2 1

3.76736

2

3.76736

Beam-31(Pipe 33.7 X 4.0(2)[6])

82.1834

10.0127

1.73436

-28.2592

0.466033

52.2449

14.6091

2.31861

4.64442

-0.108976

31.5353

-0.215573

0.0559531

24.1974

-0.136824

-31.5354

0.215573

0.0188277

-13.258

0.136824

-60.6931

-7.89066

-0.617715

-16.6046

2.33091

-43.5432

-9.85176

-1.45553

-5.66247

0.577772

9.78782

-12.0216

-1.73534

-1.12442

0.397844

2.0108

-0.697078

-0.566109

2.69243

0.0444196

9.78782

-12.0216

-1.73534

-1.12442

0.397844

15.0436 124.599

-0.697078 61.0476

-0.943759 -14.0886

-1.92726 34.736

0.04442 -0.0975319

-12.4745

-8.943

0.171699

-0.286842

1.80932

0.581132

30.4281

5.18099

0.195886

0.0118572

-0.56146

37.4127

11.2745

0.14134

-0.294786

-0.581132

-30.4281

-15.8308

0.00751056

-0.0118572

-142.388

0.363861

-0.118211

12.0139

0.0507678

-70.2398 0.330556

-0.363861 49.3846

0.0631399 3.82974

-16.9489 1.2437

0.0594773 -0.00758773

-0.33054

50.6154

-4.19895

-1.44203

0.00757654

49.5893

4.65152

0.51683

-0.0175622

50.4107

-4.89795

-0.515811

0.0175637

0.0014096 7 0.0019867 9 51.4163

1.05235

-0.213283

11.2121

-0.224197

2 3 4

162.638 161.12 162.638 150.193

-6.75923 -51.4168 85.4157

-0.0441008 -0.28086 0.64757

2.61947 12.9312 -5.80353

0.020993 0.224196 0.366675

5

180.38

32.4648

-0.109565

-4.15248

0.167871

1

-76.356

-0.992957

0.328712 -1.05235 4.04901 0.00034284 3 -51.1884

-4.01345

1.80876

-0.181022

2

76.3163

1.46719

-48.8769

3.31226

-1.18232

0.178162

1 Beam-30(Pipe 26.9 X 3.2(2)[14])

1040.67 1032.42 73.1492 73.1491 955.089 1057.98 863.888 763.986 863.888 -786.56 694.704 1111.35 651.135 724.287 651.135 152.955 196.814 3.18085 3.18085

EKO DODI SUTIAWAN 5/17/2017

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

30

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam32(Mirror1[23 ]) Beam33(Mirror1[26 ])

1 2 1 2 1

Beam34(Mirror1[20 ])

Beam-35(Pipe 26.9 X 3.2(15)[7]) Beam36(Mirror1[10 ])

2 3 4 5 1 2 1 2 1 2 3 4

Beam37(Mirror1[4])

5 6 7 8

Beam-38(Pipe 26.9 X 3.2(15)[11]) Beam-39(Pipe 26.9 X 3.2(2)[17]) Beam-40(Pipe 26.9 X 3.2(2)[1]) Beam41(Square tube 20 X 20 X 2(1)[4]) Beam-42(Pipe 26.9 X

1 2 1 2 1 2 1

38.9935 38.9936 119.875 119.875 161.527 146.498 178.16 157.742 161.527 0.47337 9 0.47337 9 234.774 238.032 972.129 1072.86 703.384 -861.21 796.344 1127.28 716.614 876.327 7.11274 7.11274 61.3453 61.3446 142.147 142.146 34.0186

EKO DODI SUTIAWAN 5/17/2017

20.5161

-0.437382

-0.127832

2.87682

0.156731

-20.516 99.2003

0.437382 -0.0720007

0.252137 -0.0737765

2.95395 22.1071

-0.156732 -0.130792

-99.2003

0.0720007

0.0969272

9.78918

0.130792

50.9886

-0.988066

0.17189

11.1151

0.207894

83.4468 32.7261 -6.3189 -50.989

-3.77461 -0.139749 -0.577131 0.988066

-0.76718 0.0884033 -0.100823 0.29207

-5.67122 -4.19874 2.46935 12.8273

-0.347081 -0.158832 -0.0313973 -0.207893

0.153135

50.6073

4.57524

-1.16616

-0.0151363

-0.153137

49.3927

-4.21083

1.07427

0.0151428

-21.4969

113.206

-26.1427

-4.69989

-0.0120075

0.187825

-108.339

-38.7847

-0.328704

0.0185791

-59.7879

9.17226

1.09954

-16.7249

-2.26589

-43.1538

11.0691

1.69986

-5.69722

-0.521659

121.855 94.8829

-62.6301 14.3174

14.8117 2.38948

33.7394 -4.97675

0.192131 0.003222

15.3252

1.75677

1.14838

-2.03976

-0.0341507

-11.9998

10.1603

0.0654456

-0.413332

-1.77884

-113.557

62.6301

4.88362

3.20607

-0.203459

10.2137

13.1896

1.94818

-1.21083

-0.364931

0.214564

50.6266

4.52148

-1.30929

-0.0145683

-0.214564 125.566

49.3734 -0.434118

-4.14554 0.204316

1.18055 20.3637

0.0145664 0.0520493

-125.566

0.434118

-0.0499749

24.2788

-0.0520487

154.594

-0.298104

-0.0836358

12.0876

-0.0440859

-154.595 0.12355

0.298104 49.7519

0.178906 4.72522

37.319 0.370837

0.0440863 -0.0257766

2

34.0186

-0.123406

50.248

-4.87406

-0.444924

0.0257776

1

83.8364

17.9532

-1.052

-0.353894

-0.0141441

-0.171563

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

31

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

3.2(2)[24]) Beam-43(Pipe 26.9 X 3.2(2)[20]) Beam44(Mirror1[17 ]) Beam-45(Pipe 26.9 X 3.2(15)[15]) Beam46(Square tube 20 X 20 X 2(1)[1]) Beam-47(Pipe 26.9 X 3.2(2)[8]) Beam-48(Pipe 26.9 X 3.2(2)[4]) Beam-49(Pipe 33.7 X 4.0(2)[8])

2 1

Beam-50(Pipe 26.9 X 3.2(2)[10])

1

-17.9536 -145.988

1.052 -0.221336

0.0558918 0.250736

-5.07151 -34.9021

0.171564 0.0165479

145.988

0.221336

-0.172115

-16.9547

-0.016548

1

83.8363 133.447 133.447 61.8376

85.2562

0.605407

-0.485003

4.95509

-0.342336

2

19.555

103.49

-0.605407

-0.63661

-21.3132

-0.334421

1

-47.222

8.63017

-33.7845

-14.7631

-1.20074

1.42661

2

47.2306

-8.58256

133.784

-20.7896

-2.45867

-1.41247

1

22.7731

0.0344529

49.4961

4.6646

0.41506

-0.0059054

2

22.7731

0.0349961

50.5039

-4.96695

-0.394226

0.00590241

1

113.739 146.297 316.449 575.124 26.3917 26.3917 70.3087 5.64467 1016.47 956.268 964.022 956.268 1073.08 1029.74 1137.48 1090.05 -952.05 1018.62 67.8408

-99.7882

0.436909

0.266746

1.73692

0.132057

-38.6193

-0.436909

-0.172248

6.83638

0.0991442

-520.186

0.319653

-0.301826

-44.2352

0.13051

-199.914

-0.319653

0.124508

-14.6999

0.211708

-0.986191

-50.8544

-3.80735

1.50509

-0.145936

0.986191

-49.1456

3.29891

-0.91822

0.145936

37.4428

-0.215573

-0.00751458

13.258

-0.137909

-79.457

0.215573

-0.100834

-4.72725

0.0772758

-195.333

8.8369

-0.759374

-50.2332

-1.55008

217.337

-12.1619

1.61296

-24.3464

0.743295

72.0861

-15.3847

-1.23244

-11.2075

-0.0356298

217.337

-12.1619

1.61296

-24.3464

0.743295

222.382

-26.8211

-4.15252

-62.9942

-0.913711

81.9133

-8.77295

-1.49032

-28.1252

-0.376867

141.378

-12.5258

-2.23164

-35.9051

0.547459

59.7346

-15.8857

-2.45458

2.03223

-0.0683598

-30.4472

-12.9317

-2.14626

0.326517

0.281447

51.9798

-13.363

-2.11346

4.63282

0.18204

0.0196719

73.1519

-24.2684

0.294732

-0.0215375

0.0196719

-73.1519

-19.6228

-0.282929

0.0215375

2

2 1 2 1 2

2 1 2 3 4

Beam51(Mirror1[1])

5 6 7 8 9 10

Beam52(Mirror3[1])

EKO DODI SUTIAWAN 5/17/2017

1 2

67.8408

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

32

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-53(Pipe 26.9 X 3.2(15)[3]) Beam54(Mirror1[14 ])

Beam55(Mirror1[8])

Beam-56(Pipe 26.9 X 3.2(15)[5]) Beam-57(Pipe 26.9 X 3.2(15)[8]) Beam-58(Pipe 26.9 X 3.2(2)[13]) Beam-59(Pipe 26.9 X 3.2(24))

3 4 5

10.9953 10.9953 10.2444 147.615 10.2443 316.963 603.447 190.74 603.447 316.963

1

53.3197

1 2 1 2 3 1 2

2

53.3841 0.86913 3 0.86913 3 157.079 140.652

1

113.866

2 1 2 1

2 1 2 3

Beam-60(Pipe 33.7 X 4.0(2)[3])

4 5 6 7

Beam61(Mirror1[21 ]) Beam62(Mirror1[24 ]) Beam63(Mirror1[27

1 2 1 2 1

113.864 60.8951 197.056 3.80839 63.2105 70.8795 66.5626 130.171 103.498 103.498 61.0615 61.0608 134.159

EKO DODI SUTIAWAN 5/17/2017

0.391509

49.3609

3.57742

1.37927

-0.00757817

-0.389714

50.6392

-3.9609

-1.61364

0.00757528

-79.3372

-0.205415

0.00369257

25.2418

-0.0581883

40.3492 79.3373 27.6641

-0.367018 0.205415 0.0740043

-0.119752 -0.0816669 0.0661622

-6.82976 4.87426 7.80969

0.0961412 0.0581884 0.0195626

50.4937

-0.393307

0.219949

11.6973

0.171716

85.3684 -50.494 27.6642 0.0282581

-0.363861 0.393307 0.0740043

-0.0583113 -0.00961108 0.106879

-16.9489 15.3064 -7.4109

0.0642182 -0.171716 0.0195625

49.0209

-2.15058

-0.908039

-0.0622546

-0.253787

50.911

2.72775

0.866367

0.0613219

0.22012

50.6338

4.54388

-1.32916

-0.0209905

-0.22012

49.3662

-4.1636

1.19709

0.0209895

-71.9726

-4.04901

-0.613073

5.80353

-0.421828

-100.353 0.0581526

4.04901

0.342343

-3.91929

0.974818

48.5004

3.99458

0.326926

0.0323559

-0.596368

51.4997

-4.8945

-0.324761

-0.017824

410.895

73.7933

-4.64031

23.0257

2.05777

-174.964

-57.2003

-5.86366

89.6138

2.40411

-248.093

-39.996

-2.58919

5.4111

-1.03342

-223.641

-30.6597

-2.26068

36.8391

0.0935416

-272.636

-74.0146

-1.62311

-29.3977

-2.30107

-408.858

-73.7933

1.80301

-7.26624

-2.05777

-199.271

-34.4271

-2.47566

64.902

1.19877

134.086

0.988066

-0.347136

-5.31219

0.154556

-134.086

-0.988066

0.574556

-25.5499

-0.154557

124.634

0.437865

-0.199731

20.1976

-0.0229476

-124.634

-0.437865

0.0440574

24.1133

0.022947

145.759

-0.161603

0.152323

-16.99

-0.0283542

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

33

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

]) Beam64(Mirror1[11 ])

2

Beam65(Mirror1[5])

1

Beam-66(Pipe 26.9 X 3.2(2)[16]) Beam-67(Pipe 33.7 X 4.0(2)[7]) Beam-68(Pipe 26.9 X 3.2(15)[12]) Beam69(Mirror1[18 ]) Beam-70(Pipe 26.9 X 3.2(15)[13]) Beam-71(Pipe 26.9 X 3.2(2)[21]) Beam-72(Pipe 26.9 X 3.2(2)[23]) Beam-73(Pipe 26.9 X 3.2(2)[19]) Beam74(Mirror3[2])

Beam-75(Pipe 26.9 X 3.2(2)[3])

1 2

2 1 2 1 2 1 2 1 2 1 2 3 1 2 1 2 1 2 1 2 1 2 3 4 5

Beam-76(Pipe 26.9 X 3.2(2)[9]) Beam77(Mirror1[2])

1 2 3 1 2

134.159 113.241 148.056 225.037 225.037 104.282 104.282 614.385 614.385 17.9761 17.9761 128.243 128.213 0 55.7124 44.9094 21.5457 -62.553 39.1755 39.1754 120.412 120.412 89.7937 89.2658 191.66 503.989 318.822 606.763 606.763 12.1583 145.865 12.1582 71.1872 209.797

EKO DODI SUTIAWAN 5/17/2017

-145.759

0.161603

-0.209727

-34.7852

0.0283543

-8.53319

102.577

-1.18465

0.114074

0.0878091

-38.6967

-0.367018

0.12082

-6.82976

0.0947967

46.9919

-0.067454

-0.365442

-17.1202

0.0185546

53.0091 134.982

0.067454 -1.05235

0.182016 0.382732

25.3015 -5.37647

-0.0185559 -0.192017

-134.982

1.05235

-0.624947

-25.6919

0.192017

0.990826

-58.8751

-13.7513

-1.66034

0.149333

-0.990826 -50.5813

158.875 0.24611

-51.5738 1.07807

1.06585 4.69033

-0.149333 -0.0305843

-49.4187

-0.24611

-0.930399

-4.34158

0.0305828

109.447

3.77461

0.289142

3.84579

1.08872

-109.483 0 -1.9768

-3.77461 0 16.5718

-1.17339 0 11.4392

21.8041 0 -0.671617

-1.089 0 -8.2057

-8.89608

112.191

19.5286

2.48444

-1.46252

100.946

-1.13427

0.811648

21.1875

-0.389252

82.1067 -19.3587

1.13427 -0.329055

0.665267 -0.240729

-4.2855 2.78538

-0.264184 0.131394

19.3589

0.329055

0.147211

2.71648

-0.131393

99.5872

0.214056

0.00967211

22.1905

0.163722

-99.5872

-0.214056

-0.0784985

9.83014

-0.163722

11.0173

-3.19747

0.316011

3.71419

-0.129325

-14.6943

3.19747

0.602635

-0.390609

0.110936

85.8589 66.9817 27.8959

0.298104 -0.533709 -0.136015

0.0400325 -0.193391 -0.12817

-17.0389 -19.6837 -7.473

-0.0449969 0.0928721 0.0063528

50.722

0.319653

-0.173707

11.7456

-0.175723

-50.7224

-0.319653

0.0027595

15.3802

0.175723

-78.7239

0.215573

-0.0352447

21.4206

0.0687239

40.2179 78.7239 409.75

0.436909 -0.215573 -75.1713

0.171152 0.106846 4.87355

-6.83638 4.72725 23.0683

-0.101023 -0.068724 -2.24157

-171.378

58.5185

5.68239

88.6625

-2.46208

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

34

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

1

5.57283 -73.242 62.0439 140.969 76.8534 62.3414 64.0708 2.02174 2.02174 71.519

2

3.68678

-79.9109

0.205415

0.0766064

4.87426

0.0647057

1 2 3 1

0 -655.47 655.47 131.185

0 -0.289198 0.289198 -112.446

0 31.4829 -31.4829 4.04901

0 16.0565 -5.03751 1.20349

0 -0.0649646 0.166184 22.4012

0 -0.0231249 0.0231249 1.00248

2

-131.35

112.253

-4.04901

-0.255896

3.91929

-1.00099

1

268.884 269.281 268.884 269.27 83.6727 83.6728

13.9028

-188.334

100.649

3.27215

2.48588

-13.6668

287.974

42.3475

5.0319

-2.49198

-13.9028

215.296

-67.998

-1.0229

-2.48588

13.6731 -16.8442

-280.305 -1.12782

-29.2719 -0.0486771

-4.40284 -4.91721

2.49198 -0.152083

16.8439

1.12782

0.368154

0.145797

0.152082

3 4 5 6 7 Beam-78(Pipe 26.9 X 3.2(15)[4]) Beam-79(Pipe 26.9 X 3.2(15)[9]) Beam80(Mirror1[15 ]) Beam-81(Pipe 26.9 X 3.2(2)[5]) Beam-82(Pipe 26.9 X 3.2(2)[12]) Beam-83(Pipe 33.7 X 4.0(2)[2]) Beam84(Mirror1[28 ])

EKO DODI SUTIAWAN 5/17/2017

1 2 1 2

2 3 4 1 2

-246.552

41.3143

2.54525

5.22762

1.20237

-221.981 -271.031

31.978 75.3329

2.20254 1.56199

36.4735 -29.4194

0.0391459 2.45129

-197.329

35.7454

2.36867

64.3027

-1.15132

-407.688

75.1713

-1.97895

-7.32996

2.24157

-10.6238

50.9679

3.89837

2.5036

-0.0311315

-0.504666

50.0887

-4.24735

-1.95769

0.0115248

0.218676

50.6084

4.51435

-1.40979

-0.0122154

-0.218676

49.3916

-4.14931

1.27859

0.0122154

35.8383

-0.205415

0.00691582

-13.321

-0.109986

Beam Stresses Beam Name Beam1(Mirror1[12]) Beam2(Mirror1[22]) Beam3(Mirror1[6]) Beam4(Mirror1[25]) Beam-5(Pipe 26.9 X 3.2(2)[15])

Joints Axial(N/m^2)

Bending Dir1(N/m^2)

Bending Dir2(N/m^2)

Torsional (N/m^2)

Worst Case(N/m^2)

1 2 3 1 2 1 2 1 2 1

275140 -31887.8 275140 693993 481695 593432 593430 143033 143036 698797

40361 104487 71766.7 149493 283683 -89933.9 -181756 174271 69381.5 183174

-2.92166e+007 2.24878e+007 3.31419e+006 8.77676e+006 4.19464e+006 9.48648e+006 -2.93453e+007 2.68792e+007 -2.27347e+007 8.85334e+006

-120057 3693.35 120057 75865.1 48869.5 23620.8 -23621 -45023.1 45022.9 80855.8

2.94918e+007 2.252e+007 3.5901e+006 9.47202e+006 4.68592e+006 1.00803e+007 2.99393e+007 2.70228e+007 2.28779e+007 9.55403e+006

2

485301

314257

4.2454e+006

62381

4.74231e+006

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

35

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-6(Pipe 33.7 X 4.0(2)[4]) Beam7(Mirror1[9]) Beam8(Mirror1[19]) Beam-9(Pipe 26.9 X 3.2(15)[1]) Beam-10(Pipe 26.9 X 3.2(2)[25]) Beam-11(Pipe 26.9 X 3.2(15)[6]) Beam-12(Pipe 26.9 X 3.2(2)[22]) Beam-13(Pipe 26.9 X 3.2(2)[2]) Beam-14(Pipe 26.9 X 3.2(2)[18]) Beam-15(Pipe 26.9 X 3.2(15)[14]) Beam16(Mirror1[3]) Beam-17(Pipe 26.9 X 3.2(15)[10]) Beam18(Mirror1[16]) Beam-19(Pipe 26.9 X 3.2(2)[7]) Beam-20(Square tube 20 X 20 X 2(1)[3]) Beam-21(Pipe 26.9 X 3.2(4)) Beam-22(Pipe 26.9 X 3.2(2)[6]) Beam-23(Pipe 33.7 X 4.0(2)[5])

EKO DODI SUTIAWAN 5/17/2017

1 2 1 2 1 2 1

-1.64988e+006 -1.64988e+006 1.3211e+006 2.40063e+006 643107 576316 3815.16

-5.77437e+006 2.10201e+007 264003 134454 579536 302524 3.18913e+006

-765205 -319146 -3.47164e+007 1.15565e+007 4.47814e+006 3.03674e+006 -718206

37801.7 -37801.7 73444.2 86437.1 -162961 418227 -4736.79

7.47473e+006 2.26724e+007 3.60385e+007 1.39579e+007 5.15859e+006 3.62809e+006 3.27281e+006

2

3815.18

3.41573e+006

-825652

4742.04

3.51792e+006

1

-944962

169034

1.99576e+007

17494.8

2.09033e+007

2

-944962

256955

1.35362e+007

-17494.4

1.44836e+007

1

13956.6

3.65362e+006

609300

-3574.71

3.71803e+006

2

13956.6

3.42475e+006

568699

3571.12

3.48561e+006

1

-386984

-566153

517873

-45632.5

1.15427e+006

2

-386984

273191

2.93067e+006

45632.5

3.33036e+006

1 2 1

645371 830062 143195

68553.6 34284.2 -171794

9.54469e+006 1.34544e+007 2.70343e+007

14778.8 16479.2 58875.1

1.01903e+007 1.42845e+007 2.7178e+007

2

143197

-65190.8

-2.28628e+007

-58874.9

2.30061e+007

1

-242877

-8.2898e+006

-561117

2 1 2 3 4 1

-242877 -728113 -728113 -728113 -728113 3744.93

-4.05656e+006 3.95781e+007 -1.59921e+007 -1.08699e+007 2.69885e+007 3.30373e+006

210436 1.33312e+006 -2.09294e+006 -1.82985e+006 410628 989499

3.22257e+006 3.22257e+006 -409629 409629 -409629 409629 7693.31

2

3744.93

3.59521e+006

1.0924e+006

-7690.77

3.76125e+006

1 2 1 2 3 1

311054 311525 294514 291581 -19855.5 69831

43969.9 -12582.8 141878 27085.2 -124353 6.76124e+006

1.8697e+007 1.05186e+007 -2.93713e+007 3.38824e+006 2.26513e+007 -728208

42985.3 -43052.3 158242 -158433 -15107.2 -24579.6

1.90081e+007 1.08302e+007 2.96662e+007 3.67993e+006 2.26715e+007 7.55928e+006

2

69831

7.04603e+006

-776117

24580.8

7.89197e+006

1 2 1 2 1 2 3

285879 285879 986785 1.00062e+006 -2.76507e+006 -2.90077e+006 -3.0892e+006

-1.94161e+007 1.57391e+007 -2.09541e+007 3.09515e+007 -480947 1.77126e+006 967814

286651 166899 -3.71541e+006 210177 -2.01949e+007 2.5516e+007 1.44332e+007

-10871.5 10871.5 -7144.18 3890.89 302307 211829 -99083.3

1.97041e+007 1.60258e+007 2.22677e+007 3.19528e+007 2.29657e+007 2.84782e+007 1.75548e+007

Analyzed with SOLIDWORKS Simulation

8.55164e+006 4.30489e+006 4.03287e+007 1.68566e+007 1.17509e+007 2.77198e+007 3.45247e+006

Simulation of Part1

36

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam-24(Pipe 26.9 X 3.2(2)[11])

Beam-25(Pipe 33.7 X 4.0(2)[1])

Beam26(Mirror1[13]) Beam27(Mirror1[7]) Beam-28(Pipe 26.9 X 3.2(15)[2]) Beam-29(Square tube 20 X 20 X 2(1)[2]) Beam-30(Pipe 26.9 X 3.2(2)[14]) Beam-31(Pipe 33.7 X 4.0(2)[6]) Beam32(Mirror1[23]) Beam33(Mirror1[26]) Beam34(Mirror1[20]) Beam-35(Pipe 26.9 X 3.2(15)[7])

EKO DODI SUTIAWAN 5/17/2017

4 5 6 7 8 9 10 1

-2.7336e+006 -2.61096e+006 -2.9535e+006 -2.58898e+006 -2.59593e+006 -2.78836e+006 -2.76625e+006 307016

818193 910250 1.05554e+006 935840 -461186 697498 932462 -44182

5.18939e+006 6.1792e+006 -816411 -120094 1.45119e+007 1.13648e+007 -1.86782e+006 1.91069e+007

-302306 22169.3 30146.7 -42178.3 -129857 93711 -21913.2 -54019.8

7.98709e+006 8.85684e+006 4.28792e+006 3.53249e+006 1.71152e+007 1.41746e+007 4.8539e+006 1.9414e+007

2

307016

14866.8

1.04689e+007

54019.8

1.07759e+007

1 2 3 4 5 6 7 8 1 2 3 1 2 1

-2.55904e+006 -2.83474e+006 -2.31468e+006 -2.04701e+006 -2.31468e+006 -2.10749e+006 -1.86137e+006 -2.97772e+006 -2.73289e+006 -3.03992e+006 -2.73289e+006 641970 826053 13350.4

-248423 -585362 -697894 -227669 -697894 -379546 5.66594e+006 69051.3 -4.09104e+006 8.90261e+006 -1.25004e+007 93342.8 49856.9 3.02406e+006

6.6778e+006 2.27724e+006 452202 -1.0828e+006 452202 775074 1.39696e+007 115358 154676 -111606 -5930.53 9.48648e+006 1.33833e+007 -982057

468704 116180 79999.3 8931.99 79999.3 8932.07 -19611.9 363822 4681.39 -116385 -4681.39 20043.8 23482.4 -2995.73

9.24146e+006 5.18601e+006 3.14627e+006 3.15348e+006 3.14627e+006 2.97051e+006 1.69363e+007 3.11216e+006 6.82686e+006 1.19432e+007 1.52333e+007 1.01289e+007 1.42094e+007 3.19287e+006

2

13350.4

3.3156e+006

-1.13866e+006

2991.31

3.51902e+006

1

-28177.9

6.72024e+006

-746684

-18099.8

7.4951e+006

2

-28177.9

7.07626e+006

-745212

18101.4

7.84965e+006

1 2 3 4 5 1 2 1 2 1 2 1 2 3 4 5 1

682613 676241 682613 630378 757077 -204586 -204480 163660 163661 -503129 -503129 677948 614869 747758 662063 677948 1986.83

168414 -34823.1 -221774 511338 -86515 -1.61407e+006 -1.33207e+006 100939 199094 58255.8 76536.2 -135729 -605785 69805.5 -79612.4 230626 3.61273e+006

8.85334e+006 -2.0684e+006 -1.02108e+007 4.58261e+006 3.2789e+006 -727419 -475486 2.27161e+006 -2.33251e+006 1.74563e+007 -7.72979e+006 8.77676e+006 4.47814e+006 3.31543e+006 -1.94986e+006 -1.01288e+007 920827

-88515.6 8288.31 88515.4 144768 66277.6 -36400.3 35825.2 61879.4 -61879.8 -51638.4 51638.4 82079.1 -137032 -62708.9 -12396.1 -82078.8 -5975.99

9.53756e+006 2.74493e+006 1.08958e+007 5.24143e+006 4.03712e+006 1.97499e+006 1.61887e+006 2.43751e+006 2.50465e+006 1.79595e+007 8.23329e+006 9.45576e+006 5.1338e+006 4.06392e+006 2.61355e+006 1.08093e+007 3.73022e+006

2

1986.83

3.32498e+006

848275

5978.55

3.43347e+006

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

37

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam36(Mirror1[10])

Beam37(Mirror1[4])

Beam-38(Pipe 26.9 X 3.2(15)[11]) Beam-39(Pipe 26.9 X 3.2(2)[17]) Beam-40(Pipe 26.9 X 3.2(2)[1]) Beam-41(Square tube 20 X 20 X 2(1)[4]) Beam-42(Pipe 26.9 X 3.2(2)[24]) Beam-43(Pipe 26.9 X 3.2(2)[20]) Beam44(Mirror1[17]) Beam-45(Pipe 26.9 X 3.2(15)[15]) Beam-46(Square tube 20 X 20 X 2(1)[1]) Beam-47(Pipe 26.9 X 3.2(2)[8]) Beam-48(Pipe 26.9 X 3.2(2)[4]) Beam-49(Pipe 33.7 X 4.0(2)[8]) Beam-50(Pipe 26.9 X 3.2(2)[10]) Beam51(Mirror1[1])

EKO DODI SUTIAWAN 5/17/2017

1 2 1 2 3 4 5 6 7 8 1

985376 999050 -2.6047e+006 -2.87459e+006 -1.88463e+006 -2.30751e+006 -2.13371e+006 -3.0204e+006 -1.92008e+006 -2.34801e+006 -29853.1

2.06429e+007 -3.06254e+007 442195 683623 -5.95673e+006 960963 461836 26319.9 1.96402e+006 783489 3.57028e+006

-3.71115e+006 259553 6.72618e+006 2.29122e+006 1.35688e+007 2.00147e+006 820318 166227 -1.28937e+006 486951 1.03385e+006

-4740.71 7335.25 -455630 -104896 38634.2 647.888 -6867.09 -357693 -40911.9 -73381.1 -5751.77

2.19592e+007 3.16255e+007 9.34539e+006 5.26562e+006 1.67034e+007 4.52772e+006 3.07509e+006 3.1887e+006 4.26951e+006 3.27049e+006 3.7468e+006

2

-29853.1

3.27343e+006

932190

5750.98

3.43343e+006

1

-257474

-161333

1.60797e+007

20549.7

1.63379e+007

2

-257471

-39461.4

-1.91711e+007

-20549.5

1.94286e+007

1 2 1

596608 596606 254442

66041 141269 6.82672e+006

9.54469e+006 -2.94681e+007 -535763

-17405.7 17405.8 -26565.7

1.01415e+007 3.0065e+007 7.61692e+006

2

254442

7.04174e+006

-642799

26566.7

7.93898e+006

1

-351872

-279443

11168.6

-67735.3

631538

2

-351871

-44133.6

-4.0046e+006

67735.6

4.35671e+006

1

-560093

-197988

-2.75596e+007

6533.31

2.81204e+007

2

-560092

-135907

1.33879e+007

-6533.37

1.39487e+007

1 2 1

-259540 82074.9 -198196

382971 -502683 -1.16573e+007

3.91267e+006 1.68295e+007 948137

-135159 -132034 563242

4.19091e+006 1.69191e+007 1.1894e+007

2

-198233

1.6416e+007

-1.94143e+006

-557662

1.67286e+007

1

-170331

6.73913e+006

-599654

-6086.18

7.50912e+006

2

-170331

7.17594e+006

-569553

6083.09

7.91583e+006

1 2 1 2 1 2 1

477375 614025 1.32817e+006 2.41387e+006 -70713.3 -70713.3 295094

210630 136011 238330 98314.5 -1.53118e+006 -1.32671e+006 5933.71

-1.37151e+006 5.39818e+006 -3.49292e+007 1.16074e+007 -605292 -369275 1.04689e+007

52137.9 39143.4 51527.2 83584.9 -29345.1 29345.1 -54448.1

1.86497e+006 6.01392e+006 3.62582e+007 1.40217e+007 1.71719e+006 1.44785e+006 1.07639e+007

2

-23691.4

-79621.4

3.73276e+006

30509.5

3.7573e+006

1 2 3 4

-2.72352e+006 -2.5622e+006 -2.58298e+006 -2.5622e+006

305393 648675 -495645 648675

-2.0202e+007 9.79126e+006 4.50726e+006 9.79126e+006

-311694 149463 -7164.51 149463

2.29278e+007 1.23749e+007 7.11741e+006 1.23749e+007

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

38

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

Beam52(Mirror3[1]) Beam-53(Pipe 26.9 X 3.2(15)[3]) Beam54(Mirror1[14])

Beam55(Mirror1[8]) Beam-56(Pipe 26.9 X 3.2(15)[5]) Beam-57(Pipe 26.9 X 3.2(15)[8]) Beam-58(Pipe 26.9 X 3.2(2)[13]) Beam-59(Pipe 26.9 X 3.2(24))

Beam-60(Pipe 33.7 X 4.0(2)[3])

Beam61(Mirror1[21]) Beam62(Mirror1[24]) Beam63(Mirror1[27]) Beam64(Mirror1[11]) Beam65(Mirror1[5]) Beam-66(Pipe

EKO DODI SUTIAWAN 5/17/2017

5 6 7 8 9 10 1 2 1

-2.87519e+006 -2.75906e+006 -3.04773e+006 -2.92065e+006 -2.5509e+006 -2.72928e+006 284736 284736 -46148.7

-1.67e+006 -599356 -897485 -987147 -863148 -849957 1.91629e+007 -1.54946e+007 2.82482e+006

2.5334e+007 1.1311e+007 1.44397e+007 -817290 -131314 -1.86316e+006 232728 223408 -1.08911e+006

-183731 -75781.3 110084 -13745.9 56594.1 36605 -8503.29 8503.29 -2991.96

2.82642e+007 1.40859e+007 1.75153e+007 4.20222e+006 3.42398e+006 4.77715e+006 1.94491e+007 1.5781e+007 3.07365e+006

2

-46148.6

3.12763e+006

-1.27417e+006

2990.82

3.42336e+006

1 2 3 1 2 3 4 5 1

-42996.9 619557 -42996.5 1.33033e+006 2.53274e+006 800558 2.53274e+006 1.33033e+006 -223789

2915.75 -94559.6 64486.3 52243.4 -173677 -46044.1 -7589.16 84394.5 1.69815e+006

-1.99316e+007 5.39296e+006 3.84884e+006 -6.16673e+006 9.23649e+006 1.33833e+007 -1.20863e+007 5.85184e+006 -717011

-22973.5 37957.8 22973.5 7723.57 67795.5 25354.2 -67795.6 7723.54 -24578.9

1.99746e+007 6.01334e+006 3.89238e+006 7.49728e+006 1.17709e+007 1.41839e+007 1.46191e+007 7.18278e+006 2.06711e+006

2

-224060

2.1539e+006

-684106

24210.7

2.48399e+006

1

3647.86

3.58796e+006

1.04954e+006

-8287.32

3.74197e+006

2

3647.86

3.28768e+006

945251

8286.93

3.42452e+006

1

659278

484098

4.58261e+006

-166543

5.26739e+006

2

590335

270323

3.09477e+006

384870

3.69689e+006

1 2 1 2 3 4 5 6 7 1 2 1 2 1 2 1 2 1 2 1

477908 477902 -163161 -527988 10204.1 -169365 189913 -178346 -348778 434394 434394 -256283 -256280 -563083 -563083 475286 621411 -944509 -944509 437686

3.15422e+006 3.86482e+006 1.86617e+006 -2.35816e+006 -1.04128e+006 -909166 -652757 725105 -995622 -274107 -453684 157713 34788.8 120278 165606 935430 95402.3 -288563 -143724 302215

-258149 -256439 9.26013e+006 -3.60395e+007 -2.17615e+006 -1.48154e+007 1.18227e+007 2.92222e+006 -2.61013e+007 4.19464e+006 -2.01749e+007 1.59485e+007 -1.90405e+007 1.34157e+007 -2.74673e+007 90075.7 5.39296e+006 1.35186e+007 1.99787e+007 4.2454e+006

12774.5 -7037.12 413782 483423 -207803 18809.5 -462703 -413782 241051 61020.8 -61021 -9060.01 9059.78 -11194.6 11194.6 34668.1 37426.9 7325.61 -7326.09 -75810.7

3.64267e+006 4.35122e+006 9.60946e+006 3.66445e+007 2.42265e+006 1.50126e+007 1.20306e+007 3.18919e+006 2.6469e+007 4.63798e+006 2.06144e+007 1.62056e+007 1.92968e+007 1.39794e+007 2.80309e+007 1.41504e+006 6.01521e+006 1.44661e+007 2.09238e+007 4.69383e+006

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

39

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

26.9 X 3.2(2)[16]) Beam-67(Pipe 33.7 X 4.0(2)[7]) Beam-68(Pipe 26.9 X 3.2(15)[12]) Beam69(Mirror1[18]) Beam-70(Pipe 26.9 X 3.2(15)[13]) Beam-71(Pipe 26.9 X 3.2(2)[21]) Beam-72(Pipe 26.9 X 3.2(2)[23]) Beam-73(Pipe 26.9 X 3.2(2)[19]) Beam74(Mirror3[2]) Beam-75(Pipe 26.9 X 3.2(2)[3])

Beam-76(Pipe 26.9 X 3.2(2)[9])

Beam77(Mirror1[2])

Beam-78(Pipe 26.9 X 3.2(15)[4]) Beam-79(Pipe 26.9 X 3.2(15)[9]) Beam80(Mirror1[15]) Beam-81(Pipe

EKO DODI SUTIAWAN 5/17/2017

2

437686

493474

-2.0287e+007

75810.9

2.07307e+007

1 2 1

-1.64617e+006 -1.64617e+006 75448

-5.53028e+006 2.07411e+007 851268

667731 428645 -3.70361e+006

30028.3 -30028.3 -12075.1

7.21661e+006 2.23917e+007 3.87563e+006

2

75448

734667

-3.42822e+006

12074.5

3.58151e+006

1 2 1

538253 538125 0

-228314 -926542 0

3.03674e+006 -1.72171e+007 0

3.58356e+006 1.77801e+007 0

2

-233832

-9.03265e+006

-530326

3 1

-188490 90430

1.54203e+007 -640898

-1.96177e+006 1.67302e+007

429839 -429950 0 3.23971e+006 -577422 -153682

2

-262543

525311

3.38394e+006

-104303

3.68701e+006

1

164424

-190086

-2.19941e+006

51875.9

2.37203e+006

2

164424

-116241

2.145e+006

-51875.5

2.31257e+006

1

-505385

-7637.34

1.75222e+007

64639.4

1.80276e+007

2

-505384

-61984.4

-7.76213e+006

-64639.4

8.26777e+006

1 2 1 2 3 4 5 1 2 3 1 2 3 4 5 6 7 1

-376875 -374659 804419 2.11531e+006 1.33814e+006 2.54666e+006 2.54666e+006 -51030 612215 -51029.6 -190737 -562126 -14931.7 -196243 166239 -377708 -205919 261655

-249530 475856 31610.7 -152706 -101206 137164 2178.97 -27830.1 135146 -84368.6 -1.95997e+006 2.28526e+006 1.02361e+006 885784 628177 952596 -795865 3.07825e+006

2.93282e+006 308435 1.34544e+007 1.55427e+007 5.90087e+006 9.27465e+006 -1.21446e+007 -1.69142e+007 5.39818e+006 3.73276e+006 9.27727e+006 -3.56569e+007 -2.10236e+006 -1.46684e+007 1.18314e+007 -2.58603e+007 2.94785e+006 -1.97691e+006

-51059.3 43799 -17765.3 36667.1 2508.17 -69377.9 69377.9 27133.1 -39885.3 -27133.1 -450740 -495081 241775 7871.54 492912 -231510 450740 -12291.1

3.32029e+006 941732 1.42588e+007 1.76588e+007 7.23988e+006 1.18223e+007 1.46913e+007 1.69653e+007 6.01209e+006 3.78474e+006 9.67279e+006 3.62922e+007 2.35325e+006 1.48913e+007 1.20143e+007 2.62555e+007 3.25931e+006 3.92004e+006

2

268913

3.35382e+006

-1.54584e+006

4550.12

3.96184e+006

1

8485.49

3.56465e+006

1.11321e+006

-4822.78

3.74292e+006

2

8485.49

3.27641e+006

1.00961e+006

4822.78

3.43692e+006

1 2 1

300174 -15473.9 0

5460.91 -60490.3 0

1.05186e+007 3.84884e+006 0

-43423.8 25546.7 0

1.08188e+007 3.86479e+006 0

Analyzed with SOLIDWORKS Simulation

9.28204e+006 1.57331e+007 1.68329e+007

Simulation of Part1

40

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

26.9 X 3.2(2)[5]) Beam-82(Pipe 26.9 X 3.2(2)[12]) Beam-83(Pipe 33.7 X 4.0(2)[2]) Beam84(Mirror1[28])

EKO DODI SUTIAWAN 5/17/2017

2 3 1

-2.75109e+006 -2.75109e+006 550601

1.26786e+007 3.97774e+006 950305

51297.7 131223 -1.76886e+007

-9130 9130 395793

1.54298e+007 6.731e+006 1.82647e+007

2

551293

202062

3.09477e+006

-395204

3.65265e+006

1 2 3 4 1 2

-720441 -721505 -720441 -721477 -351185 -351185

-4.04773e+007 1.70306e+007 -2.73464e+007 1.17721e+007 38436.7 290704

1.31594e+006 -2.02365e+006 411373 -1.77067e+006 -3.88275e+006 -115125

499866 -501093 -499866 501093 -60044.2 60043.9

4.12191e+007 1.7872e+007 2.80699e+007 1.2626e+007 4.23413e+006 663855

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

41

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

EKO DODI SUTIAWAN 5/17/2017

Study Results Name

Type

Min

Max

Stress1

TXY: Shear in Y Dir. on YZ Plane

0 N/m^2 Element: 1129

4.12191e+007 N/m^2 Element: 1112

Part1-Static 1-Stress-Stress1

Name

Type

Min

Max

Displacement1

URES: Resultant Displacement

0 mm Node: 265

2.35378 mm Node: 648

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

42

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

EKO DODI SUTIAWAN 5/17/2017

Part1-Static 1-Displacement-Displacement1

Name

Type

Min

Max

Factor of Safety1

Automatic

15.0518 Node: 183

664.472 Node: 955

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

43

TEKNIK MESIN - FT UNTIRTA Jl. Jendral Sudirman KM.03 Kota Cilegon Banten

EKO DODI SUTIAWAN 5/17/2017

Part1-Static 1-Factor of Safety-Factor of Safety1

Conclusion

Analyzed with SOLIDWORKS Simulation

Simulation of Part1

44