RampDoor180feet.iam Stress Analysis Report 3-16-2018

Ramp Door Stress Analysis Report

Analyzed File:

RampDoor180feet.iam

Autodesk Inventor Version: 2015 (Build 190159000, 159) Creation Date:

3/16/2018, 5:08 PM

Simulation Author:

BURHAN

Summary:

PASS

Project Info (iProperties) Summary Title

BARGE 180 FEET RAMP DOOR STRENGTH CHECK

Subject

TK LIPUTAN XIV

Author

Muh Burhanuddin

Manager Sundari Pontjo Ardjo Company PT. CALIFILARD PRIMA INDONESIA

Project Part Number

RampDoor180feet

Stock Number

001-180FT-RAHMAT

Revision Number 0 Designer

Alvin Burhani

Engineer

Muhammad Burhanuddin

Cost

$250.00

Vendor

PT. Multi Agung Sarana Ananda

Catalog web link www.califilard.com Date Created

3/16/2018

Status Design Status WorkInProgress

Physical Mass

5279.94 kg

Area

188945000 mm^2

Volume

1079240000 mm^3

x=-2338.72 mm Center of Gravity y=17.8423 mm z=-4062.87 mm Note: Physical values could be different from Physical values used by FEA reported below.

Simulation:Stress Analysis General objective and settings: Design Objective

Single Point

Simulation Type

Static Analysis

Last Modification Date

3/16/2018, 4:53 PM

Detect and Eliminate Rigid Body Modes

No

Separate Stresses Across Contact Surfaces No Motion Loads Analysis

No

Mesh settings: Avg. Element Size (fraction of model diameter) 0.1 Min. Element Size (fraction of avg. size)

0.2

Grading Factor

1.5

Max. Turn Angle

60 deg

Create Curved Mesh Elements

No

Use part based measure for Assembly mesh

Yes

Material(s) Name

Generic Mass Density

General

1 g/cm^3

Yield Strength

0 MPa

Ultimate Tensile Strength 0 MPa Young's Modulus Stress

0.0000001 GPa

Poisson's Ratio

0 ul

Shear Modulus

0.00000005 GPa

Part Name(s)

RampDoor180ft.ipt Skeleton0001.ipt

Name

Steel, Mild Mass Density

General

7.85 g/cm^3

Yield Strength

207 MPa

Ultimate Tensile Strength 345 MPa Stress

Young's Modulus

220 GPa

Poisson's Ratio

0.275 ul

Shear Modulus

86.2745 GPa

JIS JIS JIS JIS JIS Part Name(s) JIS JIS JIS JIS JIS

250 250 250 250 250 250 250 250 250 250

x x x x x x x x x x

250 250 250 250 250 250 250 250 250 250

x x x x x x x x x x

9 9 9 9 9 9 9 9 9 9

00000001 00000002 00000003 00000004 00000005 00000006 00000007 00000008 00000009 00000010

JIS 12 x 250 00000011 JIS 12 x 125 00000012 Name

Steel ASTM A36 (Ramp Door) Mass Density

General

Yield Strength

7.86109 g/cm^3 250 MPa

Ultimate Tensile Strength 345 MPa Young's Modulus Stress

Part Name(s)

151.685 GPa

Poisson's Ratio

0.26 ul

Shear Modulus

60.1923 GPa

BottomPlate.ipt BottomUjung.ipt

Operating conditions Pressure:1 Load Type Pressure Magnitude 0.055 MPa Selected Face(s)

Contacts (Bonded) Name

Part Name(s)

Bonded:1

Frame0001:1/JIS 250 x 250 x 9 00000001:1 BottomPlate:1

Bonded:2

Frame0001:1/JIS 250 x 250 x 9 00000001:1 BottomUjung:1

Bonded:3


Bonded:4


Bonded:5


Bonded:6


Bonded:7


Bonded:8


Bonded:9


Bonded:10


Bonded:11


Bonded:12


Bonded:13


Bonded:14


Bonded:15


Bonded:16


Bonded:17


Bonded:18


Bonded:19


Bonded:20


Bonded:21


Bonded:22


Bonded:23


Bonded:24


Bonded:25


Bonded:26

Frame0001:1/JIS 12 x 250 00000011:1 BottomPlate:1

Bonded:27

Frame0001:1/JIS 12 x 250 00000011:1 BottomUjung:1

Bonded:28

Frame0001:1/JIS 12 x 125 00000012:1 BottomPlate:1

Results Reaction Force and Moment on Constraints Constraint Name

Reaction Force

Reaction Moment

Magnitude Component (X,Y,Z) Magnitude 0N

1048550 N m

Fixed Constraint:1 2220880 N 2220880 N 0N

Volume Mass Von Mises Stress

Minimum

Maximum

1079240000 mm^3 8477.24 kg 0.00325954 MPa 174.587 MPa

1st Principal Stress -30.2327 MPa

153.063 MPa

3rd Principal Stress -175.791 MPa

25.6293 MPa

Displacement

0 mm

7.40743 mm

Safety Factor

1.18565 ul

15 ul

Figures Von Mises Stress

1048550 N m 0 N m 0Nm

Result Summary Name

Component (X,Y,Z)

1st Principal Stress

3rd Principal Stress

Displacement

Safety Factor

F:\RAHMAT\BG LUPTAN + TK CHANDRA\RAMPDOOR\RampDoor180feet.iam

RampDoor180feet.iam Stress Analysis Report 3-16-2018

Recommend Documents