Frame Analysis Report.pdf

  • Uploaded by: Mei'o Kuro
  • 0
  • 0
  • December 2019
  • PDF

This document was uploaded by user and they confirmed that they have the permission to share it. If you are author or own the copyright of this book, please report to us by using this DMCA report form. Report DMCA


Overview

Download & View Frame Analysis Report.pdf as PDF for free.

More details

  • Words: 1,791
  • Pages: 40
3/1/2019

Frame Analysis Report

Frame Analysis Report

Analyzed File:

Frame0007.iam

Version:

2018.1 (Build 221171000, 171)

Creation Date:

01/03/2019, 12.01

Simulation Author: ASUS Summary:

Project Info (iProperties) Summary Author ASUS

Project Part Number Designer Cost Date Created

Frame0007 ASUS Rp0 26/02/2019

Status Design Status WorkInProgress

Physical Mass Area Volume

22,341 kg 26551,956 mm^2 2846,037 mm^3 x=-164,481 mm Center of Gravity y=-27,228 mm z=308,540 mm

Simulation:1 General objective and settings: Simulation Type Static Analysis Last Modification Date 01/03/2019, 11.59

Material(s) Name

Steel, Mild Mass Density 7,850 g/cm^3 General Yield Strength 207,000 MPa Ultimate Tensile Strength 345,000 MPa Young's Modulus 220,000 GPa Stress Poisson's Ratio 0,275 ul Part Name(s) JIS 40 x 40 x 2,3 00000013.ipt JIS 40 x 40 x 2,3 00000014.ipt JIS 40 x 40 x 2,3 00000017.ipt JIS 40 x 40 x 2,3 00000018.ipt JIS 40 x 40 x 2,3 00000019.ipt JIS 40 x 40 x 2,3 00000020.ipt JIS 40 x 40 x 2,3 00000039.ipt JIS 40 x 40 x 2,3 00000040.ipt JIS 40 x 40 x 2,3 00000041.ipt file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%20…

1/40

3/1/2019

Frame Analysis Report

JIS JIS JIS JIS JIS JIS JIS JIS JIS JIS JIS JIS JIS

40 40 40 40 40 40 40 40 40 40 40 40 40

x x x x x x x x x x x x x

40 40 40 40 40 40 40 40 40 40 40 40 40

x x x x x x x x x x x x x

2,3 00000042.ipt 2,3 00000043.ipt 2,3 00000044.ipt 3 00000072.ipt 3 00000073.ipt 1,6 00000074.ipt 1,6 00000075.ipt 1,6 00000076.ipt 1,6 00000077.ipt 1,6 00000078.ipt 1,6 00000079.ipt 1,6 00000080.ipt 1,6 00000081.ipt

Cross Section(s)

Geometry Properties

Mechanical Properties

Section Area (A) Section Width Section Height Section Centroid (x) Section Centroid (y) Moment of Inertia (Ix)

328,676 mm^2 40,000 mm 40,000 mm 20,000 mm 20,000 mm 75424,220 mm^4

Moment of Inertia (Iy)

75424,220 mm^4

Torsional Rigidity Modulus (J) Section Modulus (Wx)

121358,740 mm^4 3771,211 mm^3

Section Modulus (Wy)

3771,211 mm^3

Torsional Section Modulus (Wz) 5765,471 mm^3

Part Name(s)

Geometry Properties

Mechanical Properties

Reduced Shear Area (Ax)

152,461 mm^2

Reduced Shear Area (Ay)

152,461 mm^2

JIS JIS JIS JIS JIS JIS JIS JIS JIS JIS JIS JIS

40 40 40 40 40 40 40 40 40 40 40 40

x x x x x x x x x x x x

40 40 40 40 40 40 40 40 40 40 40 40

x x x x x x x x x x x x

2,3 2,3 2,3 2,3 2,3 2,3 2,3 2,3 2,3 2,3 2,3 2,3

00000013.ipt 00000014.ipt 00000017.ipt 00000018.ipt 00000019.ipt 00000020.ipt 00000039.ipt 00000040.ipt 00000041.ipt 00000042.ipt 00000043.ipt 00000044.ipt

Section Area (A) Section Width Section Height Section Centroid (x) Section Centroid (y) Moment of Inertia (Ix)

233,629 mm^2 40,000 mm 40,000 mm 10,905 mm 10,905 mm 35273,281 mm^4

Moment of Inertia (Iy)

35273,281 mm^4

Torsional Rigidity Modulus (J) Section Modulus (Wx)

760,130 mm^4 1212,355 mm^3

Section Modulus (Wy)

1212,355 mm^3

Torsional Section Modulus (Wz) 160,627 mm^3 Reduced Shear Area (Ax)

84,985 mm^2

Reduced Shear Area (Ay)

84,985 mm^2

Part Name(s)

JIS 40 x 40 x 3 00000072.ipt JIS 40 x 40 x 3 00000073.ipt

Geometry Properties

Section Section Section Section Section

Mechanical Properties

Area (A) Width Height Centroid (x) Centroid (y)

236,970 mm^2 40,000 mm 40,000 mm 20,000 mm 20,000 mm 57060,058 mm^4

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%20…

2/40

3/1/2019

p

Frame Analysis Report

Moment of Inertia (Ix)

,

Moment of Inertia (Iy)

57060,058 mm^4

Torsional Rigidity Modulus (J) Section Modulus (Wx)

89004,480 mm^4 2853,003 mm^3

Section Modulus (Wy)

2853,003 mm^3

Torsional Section Modulus (Wz) 4336,258 mm^3 Reduced Shear Area (Ax)

108,463 mm^2

Reduced Shear Area (Ay)

108,463 mm^2

JIS JIS JIS JIS JIS JIS JIS JIS

Part Name(s)

40 40 40 40 40 40 40 40

x x x x x x x x

40 40 40 40 40 40 40 40

x x x x x x x x

1,6 1,6 1,6 1,6 1,6 1,6 1,6 1,6

00000074.ipt 00000075.ipt 00000076.ipt 00000077.ipt 00000078.ipt 00000079.ipt 00000080.ipt 00000081.ipt

Beam Model Nodes Beams - Angles - Square/Rectangular Tubes

66 22 2 20

Rigid Links Name Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid

Link:1 Link:2 Link:3 Link:4 Link:5 Link:6 Link:7 Link:8 Link:9 Link:10 Link:11 Link:12 Link:13 Link:14 Link:15 Link:16 Link:17 Link:18 Link:19 Link:20

Displacement X - axis Y - axis fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed

Rotation Z - axis X - axis Y - axis fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed

Z - axis fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed fixed

Parent Node Child Node(s) Node:47 Node:2 Node:46 Node:45 Node:48 Node:3 Node:49 Node:51 Node:50 Node:55 Node:6 Node:54 Node:52 Node:53 Node:56 Node:7 Node:57 Node:58 Node:59 Node:64

Node:12 Node:63 Node:40, Node:34, Node:11 Node:62, Node:66 Node:31, Node:39, Node:10 Node:61, Node:65 Node:30, Node:38, Node:9 Node:60 Node:37, Node:29, Node:23 Node:24

Node:44, Node:28 Node:36 Node:21 Node:33 Node:41 Node:22 Node:32 Node:42

Node:43, Node:25 Node:35

Operating conditions Gravity Load Type Gravity Magnitude 9810,000 mm/s^2 Direction Y-

Continuous Load:1 Load Type Magnitude

Continuous Load 1676,800 N/mm

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%20…

3/40

3/1/2019

Frame Analysis Report

Beam Coordinate System No Angle of Plane 270,00 deg Angle in Plane 90,00 deg Qx 0,000 N/mm Qy -1676,800 N/mm Qz 0,000 N/mm Offset 0,000 mm Length 180,000 mm End Magnitude 1676,800 N/mm Selected Reference(s)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%20…

4/40

3/1/2019

Frame Analysis Report

Continuous Load:2 Load Type Continuous Load Magnitude 1676,800 N/mm Beam Coordinate System No Angle of Plane 270,00 deg Angle in Plane 90,00 deg Qx 0,000 N/mm Qy -1676,800 N/mm Qz 0,000 N/mm Offset 0,000 mm Length 180,000 mm End Magnitude 1676,800 N/mm Selected Reference(s)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%20…

5/40

3/1/2019

Frame Analysis Report

Continuous Load:3 Load Type

Continuous Load

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%20…

6/40

3/1/2019

Frame Analysis Report

Magnitude 167,500 N/mm Beam Coordinate System No Angle of Plane 270,00 deg Angle in Plane 90,00 deg Qx 0,000 N/mm Qy -167,500 N/mm Qz 0,000 N/mm Offset 0,000 mm Length 180,000 mm End Magnitude 167,500 N/mm Selected Reference(s)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%20…

7/40

3/1/2019

Frame Analysis Report

Continuous Load:4 Load Type Continuous Load Magnitude 167,500 N/mm Beam Coordinate System No Angle of Plane 270,00 deg Angle in Plane 90,00 deg Qx 0,000 N/mm Qy -167,500 N/mm Qz 0,000 N/mm Offset 0,000 mm Length 180,000 mm End Magnitude 167,500 N/mm Selected Reference(s)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%20…

8/40

3/1/2019

Frame Analysis Report

Force:1 Load Type

Force

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%20…

9/40

3/1/2019

Frame Analysis Report

Magnitude 40,400 N Beam Coordinate System No Angle of Plane 270,00 deg Angle in Plane 90,00 deg Fx 0,000 N Fy -40,400 N Fz 0,000 N Offset 60,000 mm Selected Reference(s)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

10/40

3/1/2019

Frame Analysis Report

Force:2 Load Type Force Magnitude 40,400 N Beam Coordinate System No Angle of Plane 270,00 deg Angle in Plane 90,00 deg Fx 0,000 N Fy -40,400 N Fz 0,000 N Offset 120,000 mm Selected Reference(s)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

11/40

3/1/2019

Frame Analysis Report

Continuous Load:5 Load Type

Continuous Load

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

12/40

3/1/2019

Frame Analysis Report

Magnitude 100,000 N/mm Beam Coordinate System No Angle of Plane 270,00 deg Angle in Plane 90,00 deg Qx 0,000 N/mm Qy -100,000 N/mm Qz 0,000 N/mm Offset 0,000 mm Length 160,000 mm End Magnitude 100,000 N/mm Selected Reference(s)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

13/40

3/1/2019

Frame Analysis Report

Continuous Load:6 Load Type Continuous Load Magnitude 100,000 N/mm Beam Coordinate System No Angle of Plane 270,00 deg Angle in Plane 90,00 deg Qx 0,000 N/mm Qy -100,000 N/mm Qz 0,000 N/mm Offset 200,000 mm Length 210,000 mm End Magnitude 100,000 N/mm Selected Reference(s)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

14/40

3/1/2019

Frame Analysis Report

Continuous Load:7 Load Type

Continuous Load

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

15/40

3/1/2019

Frame Analysis Report

Magnitude 100,000 N/mm Beam Coordinate System No Angle of Plane 270,00 deg Angle in Plane 90,00 deg Qx 0,000 N/mm Qy -100,000 N/mm Qz 0,000 N/mm Offset 0,000 mm Length 250,000 mm End Magnitude 100,000 N/mm Selected Reference(s)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

16/40

3/1/2019

Frame Analysis Report

Fixed Constraint:1 Constraint Type Fixed Selected Reference(s)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

17/40

3/1/2019

Frame Analysis Report

Fixed Constraint:2 Constraint Type Fixed file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

18/40

3/1/2019

Frame Analysis Report

Selected Reference(s)

Fixed Constraint:3 file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

19/40

3/1/2019

Frame Analysis Report

Constraint Type Fixed Selected Reference(s)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

20/40

3/1/2019

Frame Analysis Report

Fixed Constraint:4 Constraint Type Fixed Selected Reference(s)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

21/40

3/1/2019

Frame Analysis Report

Results Reaction Force and Moment on Constraints Constraint Name Fixed Constraint:4

Fixed Constraint:3

Fixed Constraint:1

Fixed Constraint:2

Reaction Force Magnitude Components (Fx,Fy,Fz) 140,346 N 218299,332 N 217273,040 N 21142,486 N 146,570 N 215253,408 N 214251,563 N 20743,090 N -303,403 N 165162,026 N 163849,881 N -20775,450 N 16,487 N 132565,104 N 130873,485 N -21110,126 N

Reaction Moment Magnitude 22219334,911 N mm

21907629,565 N mm

20067153,883 N mm

18766533,559 N mm

Components (Mx,My,Mz) -22219333,112 N mm 8311,867 N mm -3297,027 N mm -21907605,719 N mm 5012,282 N mm -31932,891 N mm 20019060,148 N mm 19929,881 N mm 1388343,816 N mm 18747110,764 N mm 8495,083 N mm -853550,014 N mm

Static Result Summary Name Displacement Forces

Moments Normal Stresses

Minimum 0,000 mm Fx -1105,047 N Fy -217267,851 N Fz -42904,381 N Mx -22219333,112 N mm My -184067,327 N mm Mz -399608,825 N mm Smax -495,226 MPa Smin -5958,360 MPa Smax(Mx) 0,000 MPa

Maximum 39,933 mm 1047,700 N 214246,374 N 175298,259 N 18883576,050 N mm 196194,624 N mm 389502,709 N mm 5829,708 MPa 151,723 MPa 5891,830 MPa

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

22/40

3/1/2019

Frame Analysis Report

Smin(Mx) Smax(My) Smin(My) Saxial Tx Shear Stresses Ty Torsional Stresses T

-5891,830 MPa -0,000 MPa -96,698 MPa -533,347 MPa -12,328 MPa -1405,250 MPa -67,558 MPa

-0,000 MPa 161,829 MPa 0,000 MPa 163,894 MPa 13,003 MPa 1425,068 MPa 69,311 MPa

Figures Displacement

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

23/40

3/1/2019

Frame Analysis Report

Fx

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

24/40

3/1/2019

Frame Analysis Report

Fy

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

25/40

3/1/2019

Frame Analysis Report

Fz

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

26/40

3/1/2019

Frame Analysis Report

Mx

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

27/40

3/1/2019

Frame Analysis Report

My

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

28/40

3/1/2019

Frame Analysis Report

Mz

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

29/40

3/1/2019

Frame Analysis Report

Smax

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

30/40

3/1/2019

Frame Analysis Report

Smin

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

31/40

3/1/2019

Frame Analysis Report

Smax(Mx)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

32/40

3/1/2019

Frame Analysis Report

Smin(Mx)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

33/40

3/1/2019

Frame Analysis Report

Smax(My)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

34/40

3/1/2019

Frame Analysis Report

Smin(My)

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

35/40

3/1/2019

Frame Analysis Report

Saxial

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

36/40

3/1/2019

Frame Analysis Report

Tx

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

37/40

3/1/2019

Frame Analysis Report

Ty

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

38/40

3/1/2019

Frame Analysis Report

T

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

39/40

3/1/2019

Frame Analysis Report

E:\Perancangan Mesin 2019\Desain Mesin 2019\@Perancangan Mesin 2019 Mesin Penggling dan Pemotong Mie\Frame Mesin\Assembly5\Frame\Frame0007.iam

file:///E:/Perancangan%20Mesin%202019/Desain%20Mesin%202019/@Perancangan%20Mesin%202019%20Mesin%20Penggling%20dan%2…

40/40

Related Documents

Log Frame Analysis
November 2019 5
Frame Analysis Report.pdf
December 2019 11
Frame
November 2019 45
Frame
July 2020 29
Frame Relay
November 2019 26

More Documents from ""

Pengumuman2019.pdf
July 2020 6
Narkoba.docx
July 2020 9
Tool Steels 2019.docx
December 2019 16
Sambungan Las.docx
December 2019 19
Frame Analysis Report.pdf
December 2019 11