frame analysis report - autodesk · 8/15/2013 · part number struktur_panndel designer alpe cost...

Frame Analysis Report

Analyzed File: Struktur_Panndel.iam

Version: 2013 (Build 170138000, 138)

Creation Date: 2013-08-15, 11:28

Simulation Author: ALPE

Summary:

Project Info (iProperties)

Summary

Author ALPE

Project

Part Number Struktur_Panndel

Designer ALPE

Cost 0,00 kr

Date Created 2013-08-14

Status

Design Status WorkInProgress

Physical

Mass 14147,889 kg

Area 2174610,505 mm^2

Volume 1799985,866 mm^3

Center of Gravity x=-69,414 mm y=7203,858 mm

z=0,000 mm

Simulation:1

General objective and settings:

Simulation Type Static Analysis

Last Modification Date 2013-08-15, 10:39

Material(s)

Name Steel, Mild

General

Mass Density 7,860 g/cm^3

Yield Strength 207,000 MPa

Ultimate Tensile Strength 345,000 MPa

Stress Young's Modulus 220,000 GPa

Poisson's Ratio 0,275 ul

Stress Thermal

Expansion Coefficient 0,0000120 ul/c

Thermal Conductivity 56,000 W/( m K )

Specific Heat 0,460 J/( kg K )

Part Name(s)

DIN IPB 400 00000005.ipt DIN IPB 400 00000006.ipt


DIN IPB 400 00000009.ipt


DIN IPB 400 00000012.ipt DIN IPE 300 00000013.ipt

DIN IPE 300 00000014.ipt

DIN IPE 300 00000015.ipt DIN IPE 300 00000016.ipt



DIN IPE 300 00000021.ipt



DIN IPB 100 00000026.ipt



DIN IPB 200 00000031.ipt



Cross Section(s)

Geometry Properties

Section Area (A) 19777,779 mm^2

Section Width 300,000 mm

Section Height 400,000 mm

Section Centroid (x) 150,000 mm

Section Centroid (y) 200,000 mm

Mechanical Properties

Moment of Inertia (Ix) 576805253,806 mm^4

Moment of Inertia (Iy) 108190432,556 mm^4

Torsional Rigidity Modulus (J) 3610116,648 mm^4

Section Modulus (Wx) 2884026,268 mm^3

Section Modulus (Wy) 721269,550 mm^3

Torsional Section Modulus (Wz) 99575,476 mm^3

Reduced Shear Area (Ax) 10126,466 mm^2

Reduced Shear Area (Ay) 4818,997 mm^2

Part Name(s)

DIN IPB 400 00000005.ipt


DIN IPB 400 00000008.ipt



Geometry Properties















Part Name(s)

DIN IPE 300 00000013.ipt

DIN IPE 300 00000014.ipt



DIN IPE 300 00000019.ipt



Geometry Properties






Mechanical Properties Moment of Inertia (Ix) 4495451,406 mm^4








Part Name(s)

DIN IPB 100 00000024.ipt

DIN IPB 100 00000025.ipt

DIN IPB 100 00000026.ipt

Geometry Properties















Part Name(s)



DIN IPB 200 00000031.ipt



Beam Model

Nodes 105

Beams 31

- I-Beams 31

Rigid Links

Name Displacement Rotation

Parent Node Child Node(s) X - axis Y - axis Z - axis X - axis Y - axis Z - axis

Rigid Link:1 fixed fixed fixed fixed fixed fixed Node:73 Node:17





































Rigid Link:38 fixed fixed fixed fixed fixed fixed Node:51 Node:58, Node:102






Operating conditions

Gravity

Load Type Gravity

Magnitude 9810,000 mm/s^2

Direction Y-

Continuous Load:1

Load Type Continuous Load

Magnitude 62,000 N/mm

Beam Coordinate System No

Angle of Plane 270,00 deg

Angle in Plane 90,00 deg

Qx 0,000 N/mm

Qy -62,000 N/mm

Qz 0,000 N/mm

Offset 0,000 mm

Length 1000,000 mm

End Magnitude 62,000 N/mm

Selected Reference(s)

Continuous Load:2






Qx 0,000 N/mm

Qy -62,000 N/mm

Qz 0,000 N/mm

Offset 0,000 mm

Length 1000,000 mm



Images/Content/100_1/Load_100_1_1710.png

Continuous Load:3






Qx 0,000 N/mm

Qy -62,000 N/mm

Qz 0,000 N/mm

Offset 0,000 mm

Length 1000,000 mm




Continuous Load:4






Qx 0,000 N/mm

Qy -115,000 N/mm

Qz 0,000 N/mm

Offset 0,000 mm

Length 1000,000 mm




Continuous Load:5






Qx 0,000 N/mm

Qy -115,000 N/mm

Qz 0,000 N/mm

Offset 0,000 mm

Length 1000,000 mm




Continuous Load:6






Qx 0,000 N/mm

Qy -115,000 N/mm

Qz 0,000 N/mm

Offset 0,000 mm

Length 1000,000 mm




Continuous Load:7






Qx 0,000 N/mm

Qy -57,500 N/mm

Qz 0,000 N/mm

Offset 0,000 mm

Length 979,128 mm




Continuous Load:8






Qx 0,000 N/mm

Qy -57,500 N/mm

Qz 0,000 N/mm

Offset 0,000 mm

Length 1000,000 mm




Continuous Load:9






Qx 0,000 N/mm

Qy -57,500 N/mm

Qz 0,000 N/mm

Offset 0,000 mm

Length 1000,000 mm




Continuous Load:10






Qx 0,000 N/mm

Qy -57,500 N/mm

Qz 0,000 N/mm

Offset 0,000 mm

Length 1000,000 mm




Continuous Load:11






Qx 0,000 N/mm

Qy -57,500 N/mm

Qz 0,000 N/mm

Offset 0,000 mm

Length 1000,000 mm




Continuous Load:12






Qx 0,000 N/mm

Qy -57,500 N/mm

Qz 0,000 N/mm

Offset 0,000 mm

Length 1000,000 mm




Fixed Constraint:1

Constraint Type Fixed

Offset 0,000 mm



Fixed Constraint:2



Images/Content/100_1/Constraint_100_1_1938.png

Fixed Constraint:3




Fixed Constraint:4


Offset 0,000 mm



Results

Reaction Force and Moment on Constraints

Constraint

Name

Reaction Force Reaction Moment

Magnitude Components

(Fx,Fy,Fz) Magnitude

Components

(Mx,My,Mz)

Fixed Constraint:3

167236,381 N

-58322,398 N 194342095,166 N mm

-323782,682 N mm

156737,020 N -266,423 N mm

-108,815 N 194341825,447 N mm

Fixed

Constraint:4

167102,955

N

-58270,288 N 194180633,183 N

mm

329779,609 N mm

156614,044 N 246,053 N mm

110,189 N 194180353,148 N mm

Fixed Constraint:1

354847,414 N

58267,169 N 153078385,722 N mm

5347904,507 N mm

350026,298 N -9603,758 N mm

1792,933 N -152984940,437 N mm

Fixed

Constraint:2

355041,462

N

58325,518 N 153246094,399 N

mm

-5354555,646 N mm

350213,298 N 9574,747 N mm

-1794,307 N -153152519,048 N mm

Static Result Summary


Name Minimum Maximum

Displacement 0,000 mm 55,168 mm

Forces

Fx -41466,321 N 41467,695 N

Fy -282903,607 N 282719,354 N

Fz -76884,367 N 350213,298 N

Moments

Mx -366423788,031 N mm 408421754,760 N mm

My -23547342,594 N mm 13906477,455 N mm

Mz -4169305,328 N mm 4168505,192 N mm

Normal Stresses

Smax -15,170 MPa 336,628 MPa

Smin -342,435 MPa 0,380 MPa

Smax(Mx) 0,000 MPa 337,977 MPa

Smin(Mx) -337,977 MPa -0,000 MPa

Smax(My) 0,000 MPa 46,531 MPa

Smin(My) -46,531 MPa -0,000 MPa

Saxial -17,707 MPa 14,288 MPa

Shear Stresses Tx -4,095 MPa 4,095 MPa

Ty -63,661 MPa 58,706 MPa

Torsional Stresses T -41,863 MPa 41,871 MPa

Figures

Displacement

Fx

Images/Content/100_7/Result_100_7_1.png

Fy


Fz


Mx


My


Mz


Smax


Smin


Smax(Mx)


Smin(Mx)


Smax(My)


Smin(My)


Saxial


Tx


Ty


T


C:\Users\Alexander Pettersson\Documents\Jobb\Brännare\Stålstruktur\Struktur_Panndel.iam
