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 00000007.ipt DIN IPB 400 00000008.ipt
DIN IPB 400 00000009.ipt
DIN IPB 400 00000010.ipt DIN IPB 400 00000011.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 00000017.ipt DIN IPE 300 00000018.ipt
DIN IPE 300 00000019.ipt DIN IPE 300 00000020.ipt
DIN IPE 300 00000021.ipt
DIN IPE 300 00000022.ipt DIN IPE 300 00000023.ipt
DIN IPB 100 00000024.ipt DIN IPB 100 00000025.ipt
DIN IPB 100 00000026.ipt
DIN IPB 200 00000027.ipt DIN IPB 200 00000028.ipt
DIN IPB 200 00000029.ipt DIN IPB 200 00000030.ipt
DIN IPB 200 00000031.ipt
DIN IPB 200 00000032.ipt DIN IPB 200 00000033.ipt
DIN IPB 200 00000034.ipt DIN IPB 200 00000035.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 00000006.ipt DIN IPB 400 00000007.ipt
DIN IPB 400 00000008.ipt
DIN IPB 400 00000009.ipt DIN IPB 400 00000010.ipt
DIN IPB 400 00000011.ipt DIN IPB 400 00000012.ipt
Geometry Properties
Section Area (A) 5381,202 mm^2
Section Width 150,000 mm
Section Height 300,000 mm
Section Centroid (x) 75,000 mm
Section Centroid (y) 150,000 mm
Mechanical Properties
Moment of Inertia (Ix) 83561091,858 mm^4
Moment of Inertia (Iy) 6037784,244 mm^4
Torsional Rigidity Modulus (J) 197473,871 mm^4
Section Modulus (Wx) 557073,945 mm^3
Section Modulus (Wy) 80503,790 mm^3
Torsional Section Modulus (Wz) 11281,839 mm^3
Reduced Shear Area (Ax) 2289,886 mm^2
Reduced Shear Area (Ay) 1888,369 mm^2
Part Name(s)
DIN IPE 300 00000013.ipt
DIN IPE 300 00000014.ipt
DIN IPE 300 00000015.ipt DIN IPE 300 00000016.ipt
DIN IPE 300 00000017.ipt DIN IPE 300 00000018.ipt
DIN IPE 300 00000019.ipt
DIN IPE 300 00000020.ipt DIN IPE 300 00000021.ipt
DIN IPE 300 00000022.ipt DIN IPE 300 00000023.ipt
Geometry Properties
Section Area (A) 2603,611 mm^2
Section Width 100,000 mm
Section Height 100,000 mm
Section Centroid (x) 50,000 mm
Section Centroid (y) 50,000 mm
Mechanical Properties Moment of Inertia (Ix) 4495451,406 mm^4
Moment of Inertia (Iy) 1672721,048 mm^4
Torsional Rigidity Modulus (J) 93072,761 mm^4
Section Modulus (Wx) 89909,028 mm^3
Section Modulus (Wy) 33454,421 mm^3
Torsional Section Modulus (Wz) 6016,019 mm^3
Reduced Shear Area (Ax) 1464,614 mm^2
Reduced Shear Area (Ay) 517,645 mm^2
Part Name(s)
DIN IPB 100 00000024.ipt
DIN IPB 100 00000025.ipt
DIN IPB 100 00000026.ipt
Geometry Properties
Section Area (A) 7808,124 mm^2
Section Width 200,000 mm
Section Height 200,000 mm
Section Centroid (x) 100,000 mm
Section Centroid (y) 100,000 mm
Mechanical Properties
Moment of Inertia (Ix) 56961760,590 mm^4
Moment of Inertia (Iy) 20033687,807 mm^4
Torsional Rigidity Modulus (J) 595755,012 mm^4
Section Modulus (Wx) 569617,605 mm^3
Section Modulus (Wy) 200336,878 mm^3
Torsional Section Modulus (Wz) 25676,121 mm^3
Reduced Shear Area (Ax) 4222,051 mm^2
Reduced Shear Area (Ay) 1595,698 mm^2
Part Name(s)
DIN IPB 200 00000027.ipt DIN IPB 200 00000028.ipt
DIN IPB 200 00000029.ipt DIN IPB 200 00000030.ipt
DIN IPB 200 00000031.ipt
DIN IPB 200 00000032.ipt DIN IPB 200 00000033.ipt
DIN IPB 200 00000034.ipt DIN IPB 200 00000035.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:2 fixed fixed fixed fixed fixed fixed Node:72 Node:19
Rigid Link:3 fixed fixed fixed fixed fixed fixed Node:71 Node:21
Rigid Link:4 fixed fixed fixed fixed fixed fixed Node:70 Node:23
Rigid Link:5 fixed fixed fixed fixed fixed fixed Node:69 Node:25
Rigid Link:6 fixed fixed fixed fixed fixed fixed Node:68 Node:27
Rigid Link:7 fixed fixed fixed fixed fixed fixed Node:67 Node:29
Rigid Link:8 fixed fixed fixed fixed fixed fixed Node:66 Node:31
Rigid Link:9 fixed fixed fixed fixed fixed fixed Node:65 Node:33
Rigid Link:10 fixed fixed fixed fixed fixed fixed Node:64 Node:35
Rigid Link:11 fixed fixed fixed fixed fixed fixed Node:63 Node:37
Rigid Link:12 fixed fixed fixed fixed fixed fixed Node:76 Node:39
Rigid Link:13 fixed fixed fixed fixed fixed fixed Node:75 Node:41
Rigid Link:14 fixed fixed fixed fixed fixed fixed Node:74 Node:43
Rigid Link:15 fixed fixed fixed fixed fixed fixed Node:77 Node:18
Rigid Link:16 fixed fixed fixed fixed fixed fixed Node:78 Node:20
Rigid Link:17 fixed fixed fixed fixed fixed fixed Node:79 Node:22
Rigid Link:18 fixed fixed fixed fixed fixed fixed Node:80 Node:24
Rigid Link:19 fixed fixed fixed fixed fixed fixed Node:81 Node:26
Rigid Link:20 fixed fixed fixed fixed fixed fixed Node:82 Node:28
Rigid Link:21 fixed fixed fixed fixed fixed fixed Node:83 Node:30
Rigid Link:22 fixed fixed fixed fixed fixed fixed Node:84 Node:32
Rigid Link:23 fixed fixed fixed fixed fixed fixed Node:85 Node:34
Rigid Link:24 fixed fixed fixed fixed fixed fixed Node:86 Node:36
Rigid Link:25 fixed fixed fixed fixed fixed fixed Node:87 Node:38
Rigid Link:26 fixed fixed fixed fixed fixed fixed Node:90 Node:40
Rigid Link:27 fixed fixed fixed fixed fixed fixed Node:89 Node:42
Rigid Link:28 fixed fixed fixed fixed fixed fixed Node:88 Node:44
Rigid Link:29 fixed fixed fixed fixed fixed fixed Node:46 Node:93
Rigid Link:30 fixed fixed fixed fixed fixed fixed Node:47 Node:92
Rigid Link:31 fixed fixed fixed fixed fixed fixed Node:50 Node:91
Rigid Link:32 fixed fixed fixed fixed fixed fixed Node:45 Node:96
Rigid Link:33 fixed fixed fixed fixed fixed fixed Node:48 Node:95
Rigid Link:34 fixed fixed fixed fixed fixed fixed Node:49 Node:94
Rigid Link:35 fixed fixed fixed fixed fixed fixed Node:52 Node:99
Rigid Link:36 fixed fixed fixed fixed fixed fixed Node:54 Node:98
Rigid Link:37 fixed fixed fixed fixed fixed fixed Node:55 Node:97
Rigid Link:38 fixed fixed fixed fixed fixed fixed Node:51 Node:58, Node:102
Rigid Link:39 fixed fixed fixed fixed fixed fixed Node:53 Node:60, Node:101
Rigid Link:40 fixed fixed fixed fixed fixed fixed Node:56 Node:61, Node:100
Rigid Link:41 fixed fixed fixed fixed fixed fixed Node:57 Node:105
Rigid Link:42 fixed fixed fixed fixed fixed fixed Node:59 Node:104
Rigid Link:43 fixed fixed fixed fixed fixed fixed Node:62 Node:103
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
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:3
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:4
Load Type Continuous Load
Magnitude 115,000 N/mm
Beam Coordinate System No
Angle of Plane 270,00 deg
Angle in Plane 90,00 deg
Qx 0,000 N/mm
Qy -115,000 N/mm
Qz 0,000 N/mm
Offset 0,000 mm
Length 1000,000 mm
End Magnitude 115,000 N/mm
Selected Reference(s)
Continuous Load:5
Load Type Continuous Load
Magnitude 115,000 N/mm
Beam Coordinate System No
Angle of Plane 270,00 deg
Angle in Plane 90,00 deg
Qx 0,000 N/mm
Qy -115,000 N/mm
Qz 0,000 N/mm
Offset 0,000 mm
Length 1000,000 mm
End Magnitude 115,000 N/mm
Selected Reference(s)
Continuous Load:6
Load Type Continuous Load
Magnitude 115,000 N/mm
Beam Coordinate System No
Angle of Plane 270,00 deg
Angle in Plane 90,00 deg
Qx 0,000 N/mm
Qy -115,000 N/mm
Qz 0,000 N/mm
Offset 0,000 mm
Length 1000,000 mm
End Magnitude 115,000 N/mm
Selected Reference(s)
Continuous Load:7
Load Type Continuous Load
Magnitude 57,500 N/mm
Beam Coordinate System No
Angle of Plane 270,00 deg
Angle in Plane 90,00 deg
Qx 0,000 N/mm
Qy -57,500 N/mm
Qz 0,000 N/mm
Offset 0,000 mm
Length 979,128 mm
End Magnitude 57,500 N/mm
Selected Reference(s)
Continuous Load:8
Load Type Continuous Load
Magnitude 57,500 N/mm
Beam Coordinate System No
Angle of Plane 270,00 deg
Angle in Plane 90,00 deg
Qx 0,000 N/mm
Qy -57,500 N/mm
Qz 0,000 N/mm
Offset 0,000 mm
Length 1000,000 mm
End Magnitude 57,500 N/mm
Selected Reference(s)
Continuous Load:9
Load Type Continuous Load
Magnitude 57,500 N/mm
Beam Coordinate System No
Angle of Plane 270,00 deg
Angle in Plane 90,00 deg
Qx 0,000 N/mm
Qy -57,500 N/mm
Qz 0,000 N/mm
Offset 0,000 mm
Length 1000,000 mm
End Magnitude 57,500 N/mm
Selected Reference(s)
Continuous Load:10
Load Type Continuous Load
Magnitude 57,500 N/mm
Beam Coordinate System No
Angle of Plane 270,00 deg
Angle in Plane 90,00 deg
Qx 0,000 N/mm
Qy -57,500 N/mm
Qz 0,000 N/mm
Offset 0,000 mm
Length 1000,000 mm
End Magnitude 57,500 N/mm
Selected Reference(s)
Continuous Load:11
Load Type Continuous Load
Magnitude 57,500 N/mm
Beam Coordinate System No
Angle of Plane 270,00 deg
Angle in Plane 90,00 deg
Qx 0,000 N/mm
Qy -57,500 N/mm
Qz 0,000 N/mm
Offset 0,000 mm
Length 1000,000 mm
End Magnitude 57,500 N/mm
Selected Reference(s)
Continuous Load:12
Load Type Continuous Load
Magnitude 57,500 N/mm
Beam Coordinate System No
Angle of Plane 270,00 deg
Angle in Plane 90,00 deg
Qx 0,000 N/mm
Qy -57,500 N/mm
Qz 0,000 N/mm
Offset 0,000 mm
Length 1000,000 mm
End Magnitude 57,500 N/mm
Selected Reference(s)
Fixed Constraint:1
Constraint Type Fixed
Offset 0,000 mm
Selected Reference(s)
Fixed Constraint:2
Constraint Type Fixed
Selected Reference(s)
Fixed Constraint:3
Constraint Type Fixed
Selected Reference(s)
Fixed Constraint:4
Constraint Type Fixed
Offset 0,000 mm
Selected Reference(s)
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
C:\Users\Alexander Pettersson\Documents\Jobb\Brännare\Stålstruktur\Struktur_Panndel.iam