Pi La 3 m Si 1500 Kg

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Project Structura generala

Part Calcul

Description -

Author Marian ARGESEANU

1. Project

Licence name Argeseanu SRL

National code EC - EN

Structure Frame XYZ

No. of nodes : 21

No. of beams : 24

No. of slabs : 0

No. of used profiles : 3

No. of load cases : 2

No. of used materials: 1

Project filename Conveior hala PI la 3 m.esa

Project file path D:\0\SciaESA\


Part Calcul

Description -

Author Marian ARGESEANUDate 26. 11. 2010

Acceleration of gravity [m/sec2] 9.810

Version Scia Engineer 9.0.158

Functionality DynamicsSeismic

Initial stressSubsoil

NonlinearityInitial deformations and curvatureII. order - geometrical nonli nearity

Beam local nonli nearitySupport nonlinearity

Friction supportAnalysis after analysis

StabilityClimatic loads

PrestressingDate

PipelinesStructural model

ParametersMobile loads

SteelPlastic hinges

Fire resistanceOverview drawings

Frame connection

Pinned connectionsGrid pinned connections

Bolted diagonal connectionsConnection monodrawings

External Application Checks

Load description Presiune vant conf. cu EC1V bo 26.20 viteza de baza vant ... m/sC dir 1.00 factor de directieC -sezon 1.00 factor sezonC s au 1.00 factor ortografiek l 1.00 factor tubularC prob 1.00 factor de probabilitatero 1.25 kg/m3 densitate aerProbabilitate

p 2.00 [%] probabilitatea p pentru depasire anualaK 0.20 factor de forman 0.50 exponent

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Part Calcul

Description -


Load description Rugozitate - categoria 0Kr 0.156z 0 0.003z min 1.00

Presiune interna - fara presiune internaadancime 100.00 m inaltimea cladiriiinaltime z0 0.00 m nivel de referinta al terenuluiEC - normativzapadaSk 1.00 kN/m2 valoarea caracteristicaa incarcariidin zapadaCe 1.00 coeficientde expunereCt 1.00 coeficienttermicCesl 2.00 coef. de zapada exceptional

Combi description Factori combinatii incarcare :Factorul act. perm.- defav. 1.35Factorul act. perm.- favor. 1.00

Factor partial de pretens. - favorabil 1.00Factor partial de pretens. - nefavorabil 1.20

Factor partial ce conduce la o actiune variabila 1.50Factor partial fata de o actiune variabila 1.50

Factor de reducere 0.85Factor pentru contractiilebetonului 1.00

2. Cross-sections

Name CS 1

Type HSS168.3X6.4

Source description CD-ROM Database AISC Shapes Database / Version 3.0 / 2001

Item material S 235

Fabrication cold formed

Buckling y-y, z-z c c

Picture

A [m2] 3.0200e-03

A y, z [m2] 1.9226e-03 1.9226e-03

I y, z [m4] 9.9600e-06 9.9600e-06

I w [m6], t [m4] 0.0000e+00 2.1213e-05

Wel y, z [m3] 1.1800e-04 1.1800e-04

Wpl y, z [m3] 1.6717e-04 1.6717e-04

d y, z [mm] 0 0

c YSCL, ZSCL [mm] 0 0

alfa [deg] 0.00

AL [m2/m] 5.2776e-01

Name CS 2

Type I160

Source description Stahl im Hochbau / 14.Auflage Band I / Teil 1

Item material S 235

Fabrication rolled

Buckling y-y, z-z a b

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Part Calcul

Description -


Picture

A [m2] 2.2800e-03

A y, z [m2] 1.1581e-03 8.8149e-04

I y, z [m4] 9.3500e-06 5.4700e-07

I w [m6], t [m4] 3.6702e-09 6.5700e-08

Wel y, z [m3] 1.1700e-04 1.4800e-05

Wpl y, z [m3] 1.3600e-04 2.4800e-05

d y, z [mm] 0 0

c YSCL, ZSCL [mm] 37 80alfa [deg] 0.00

AL [m2/m] 5.7304e-01

Name CS 3

Type I140

Source description Stahl im Hochbau / 14.Auflage Band I / Teil 1

Item material S 235

Fabrication rolled

Buckling y-y, z-z a b

Picture

A [m2] 1.8200e-03

A y, z [m2] 9.3254e-04 6.9391e-04

I y, z [m4] 5.7300e-06 3.5200e-07

I w [m6], t [m4] 1.7969e-09 4.3200e-08

Wel y, z [m3] 8.1900e-05 1.0700e-05

Wpl y, z [m3] 9.5400e-05 1.7900e-05

d y, z [mm] 0 0c YSCL, ZSCL [mm] 33 70

alfa [deg] 0.00

AL [m2/m] 5.0543e-01

3. Materials

Name Type Unit mass

[kg/m3]

Modul E

[daN/cm2]

Poisson - nu G mod

[daN/cm2]

Thermal exp

[m/mK]

S 235 Steel 7850.00 2.1000e+06 0.3 8.0769e+05 0.00

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Part Calcul

Description -


4. Schema incarcarilor

5. Type of stressing

Type 1

Type 2

Type 3

Type 4

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Part Calcul

Description -


Type 5

6. Load cases

Name Action type LoadGroup Load type Direction

LC1 Permanent LG1 Self weight -Z

LC2 Permanent LG1 Standard

7. Combinations

Name Type Load cases Coeff.

[-]

CO1 Envelope - ultimate LC1 1.00

Name Type Load cases Coeff.

[-]

CO1 Envelope - ultimate LC2 1.20

8. Member 1D

N ame C ros sSec tion Length

[m]

Shape Beg. node End node Type FEM type Layer

B1 CS1 - HSS168.3X6.4 2.300 Line N1 N2 column (100) standard Layer1






B12 CS3 - I140 3.000 Line N5 N11 beam (80) standard Layer1





B17 CS3 - I140 3.000 Line N12 N18 beam (80) standard Layer1B18 CS2 - I160 0.600 Line N5 N2 beam (80) standard Layer1












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Part Calcul

Description -


9. Supports in node

Name Node Type X Y Z Rx Ry Rz

Sn1 N1 Standard Rigid Rigid Rigid Rigid Rigid Rigid

Sn2 N3 Standard Rigid Rigid Rigid Rigid Rigid RigidSn3 N7 Standard Rigid Rigid Rigid Rigid Rigid Rigid




10. Point forces on beam

Name Member System F

[daN]

x Coor Rep (n)

Load case Dir Type Orig

F1 B12 GCS -500.00 0.250 Rela 1

LC2 Z Force From start

F2 B14 GCS -500.00 0.250 Rela 1


F3 B16 GCS -500.00 0.250 Rela 1


F4 B13 GCS -500.00 0.250 Rela 1


F5 B15 GCS -500.00 0.250 Rela 1


F6 B17 GCS -500.00 0.250 Rela 1


F7 B12 GCS -500.00 0.500 Rela 1LC2 Z Force From start

F8 B14 GCS -500.00 0.500 Rela 1


F9 B16 GCS -500.00 0.500 Rela 1


F10 B13 GCS -500.00 0.500 Rela 1


F11 B15 GCS -500.00 0.500 Rela 1


F12 B17 GCS -500.00 0.500 Rela 1


F13 B12 GCS -500.00 0.750 Rela 1


F14 B14 GCS -500.00 0.750 Rela 1


F15 B16 GCS -500.00 0.750 Rela 1


F16 B13 GCS -500.00 0.750 Rela 1


F17 B15 GCS -500.00 0.750 Rela 1


F18 B17 GCS -500.00 0.750 Rela 1


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Part Calcul

Description -


Node Case Ux[mm]

Uy[mm]

Uz[mm]

N19 CO1/1 0.0 0.0 0.1

N20 CO1/1 0.0 0.0 0.2

N21 CO1/1 0.0 0.0 0.1

14. Reactions

Linear cal culation,Extreme : NodeSelection : AllCombinations : CO 1

Support Case Rx

[daN]

Ry

[daN]

Rz

[daN]

Mx

[daNm]

My

[daNm]

Mz

[daNm]

Sn1/N1 CO1/1 -102.49 4.13 1047.24 -2.74 -78.48 0.14

Sn2/N3 CO1/1 102.49 4.13 1047.24 -2.74 78.48 -0.14

Sn3/N7 CO1/1 -364.36 0.00 3655.34 0.00 -278.98 0.00

Sn4/N9 CO1/1 364.36 0.00 3655.34 0.00 278.98 0.00

Sn5/N13 CO1/1 -102.49 -4.13 1047.24 2.74 -78.48 -0.14

Sn6/N15 CO1/1 102.49 -4.13 1047.24 2.74 78.48 0.14

15. Resultant

Linear calculation,Extrem e : GlobalSelection : AllCombinations : CO 1

Case Rx

[daN]

Ry

[daN]

Rz

[daN]

Mx

[daNm]

My

[daNm]

Mz

[daNm]

CO1/1 0.00 0.00 11499.64 0.00 0.00 0.00

Central point :

X

[m]

Y

[m]

Z

[m]

0.600 3.000 0.000

16. Nodal space support resultant

Linear calculation,Extreme : NoSelection : AllCombinations : CO 1

Case Support Extreme hor. component

[daN]

resultant

[daN]

Angle

[deg]

slope

[-]

Rx

[daN]

Ry

[daN]

Rz

[daN]

CO1/1 Sn1/N1 Rx 102.58 1052.25 87.69 10.21 -102.49 4.13 1047.24

CO1/1 Sn1/N1 Rx 102.58 1052.25 87.69 10.21 -102.49 4.13 1047.24

CO1/1 Sn1/N1 Ry 102.58 1052.25 87.69 10.21 -102.49 4.13 1047.24

CO1/1 Sn1/N1 Ry 102.58 1052.25 87.69 10.21 -102.49 4.13 1047.24

CO1/1 Sn1/N1 Rz 102.58 1052.25 87.69 10.21 -102.49 4.13 1047.24

CO1/1 Sn1/N1 Rz 102.58 1052.25 87.69 10.21 -102.49 4.13 1047.24

CO1/1 Sn2/N3 Rx 102.58 1052.25 2.31 10.21 102.49 4.13 1047.24

CO1/1 Sn2/N3 Rx 102.58 1052.25 2.31 10.21 102.49 4.13 1047.24

CO1/1 Sn2/N3 Ry 102.58 1052.25 2.31 10.21 102.49 4.13 1047.24

CO1/1 Sn2/N3 Ry 102.58 1052.25 2.31 10.21 102.49 4.13 1047.24

CO1/1 Sn2/N3 Rz 102.58 1052.25 2.31 10.21 102.49 4.13 1047.24

CO1/1 Sn2/N3 Rz 102.58 1052.25 2.31 10.21 102.49 4.13 1047.24

CO1/1 Sn3/N7 Rx 364.36 3673.45 -90.00 10.03 -364.36 0.00 3655.34

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Part Calcul

Description -


Case Support Extreme hor. component[daN]

resultant[daN]

Angle[deg]

slope[-]

Rx[daN]

Ry[daN]

Rz[daN]

CO1/1 Sn3/N7 Rx 364.36 3673.45 -90.00 10.03 -364.36 0.00 3655.34

CO1/1 Sn3/N7 Ry 364.36 3673.45 -90.00 10.03 -364.36 0.00 3655.34

CO1/1 Sn3/N7 Ry 364.36 3673.45 -90.00 10.03 -364.36 0.00 3655.34

CO1/1 Sn3/N7 Rz 364.36 3673.45 -90.00 10.03 -364.36 0.00 3655.34

CO1/1 Sn3/N7 Rz 364.36 3673.45 -90.00 10.03 -364.36 0.00 3655.34

CO1/1 Sn4/N9 Rx 364.36 3673.45 -68.20 10.03 364.36 0.00 3655.34

CO1/1 Sn4/N9 Rx 364.36 3673.45 -68.20 10.03 364.36 0.00 3655.34

CO1/1 Sn4/N9 Ry 364.36 3673.45 -68.20 10.03 364.36 0.00 3655.34

CO1/1 Sn4/N9 Ry 364.36 3673.45 -68.20 10.03 364.36 0.00 3655.34

CO1/1 Sn4/N9 Rz 364.36 3673.45 -68.20 10.03 364.36 0.00 3655.34

CO1/1 Sn4/N9 Rz 364.36 3673.45 -68.20 10.03 364.36 0.00 3655.34

CO1/1 Sn5/N13 Rx 102.58 1052.25 92.31 10.21 -102.49 -4.13 1047.24

CO1/1 Sn5/N13 Rx 102.58 1052.25 92.31 10.21 -102.49 -4.13 1047.24

CO1/1 Sn5/N13 Ry 102.58 1052.25 92.31 10.21 -102.49 -4.13 1047.24

CO1/1 Sn5/N13 Ry 102.58 1052.25 92.31 10.21 -102.49 -4.13 1047.24CO1/1 Sn5/N13 Rz 102.58 1052.25 92.31 10.21 -102.49 -4.13 1047.24

CO1/1 Sn5/N13 Rz 102.58 1052.25 92.31 10.21 -102.49 -4.13 1047.24

CO1/1 Sn6/N15 Rx 102.58 1052.25 -81.00 10.21 102.49 -4.13 1047.24

CO1/1 Sn6/N15 Rx 102.58 1052.25 -81.00 10.21 102.49 -4.13 1047.24

CO1/1 Sn6/N15 Ry 102.58 1052.25 -81.00 10.21 102.49 -4.13 1047.24

CO1/1 Sn6/N15 Ry 102.58 1052.25 -81.00 10.21 102.49 -4.13 1047.24

CO1/1 Sn6/N15 Rz 102.58 1052.25 -81.00 10.21 102.49 -4.13 1047.24

CO1/1 Sn6/N15 Rz 102.58 1052.25 -81.00 10.21 102.49 -4.13 1047.24

17. Intensity on member

Linear calculation,Extrem e : Global

Selection : AllCombinations : CO 1

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Part Calcul

Description -


Member Case dx[m]

Normal -[daN/cm2]

Normal +[daN/cm2]

Shear[daN/cm2]

von Mises[daN/cm2]

Fatigue[daN/cm2]

Kappa[-]

B8 CO1 0.383 -67.4 0.0 6.8 67.4 0.0 0.00

B8 CO1 0.000 -100.9 31.5 6.8 100.9 0.0 0.00

B12 CO1 3.000 -980.2 980.1 176.8 983.5 0.0 0.00

B12 CO1 0.000 -5.7 5.5 99.4 172.1 0.0 0.00

B12 CO1 1.500 -627.0 626.8 9.0 627.1 0.0 0.00

B12 CO1 2.250 -103.3 103.1 88.0 152.4 0.0 0.00

B13 CO1 0.000 -980.2 980.1 176.8 983.5 0.0 0.00

B13 CO1 3.000 -5.7 5.5 99.4 172.1 0.0 0.00

B13 CO1 1.500 -627.0 626.8 9.0 627.1 0.0 0.00

B13 CO1 0.750 -103.3 103.1 88.0 152.4 0.0 0.00

B14 CO1 3.000 -1054.3 1053.6 175.5 1057.0 0.0 0.00

B14 CO1 0.000 -7.7 7.1 92.4 160.1 0.0 0.00

B14 CO1 1.500 -588.4 587.7 2.1 588.4 0.0 0.00

B14 CO1 2.250 -47.1 46.4 86.7 150.2 0.0 0.00

B15 CO1 0.000 -1054.3 1053.6 175.5 1057.0 0.0 0.00

B15 CO1 3.000 -7.7 7.1 92.4 160.1 0.0 0.00

B15 CO1 1.500 -588.4 587.7 2.1 588.4 0.0 0.00

B15 CO1 0.750 -47.1 46.4 86.7 150.2 0.0 0.00

B16 CO1 3.000 -980.2 980.1 176.8 983.5 0.0 0.00

B16 CO1 0.000 -5.7 5.5 99.4 172.1 0.0 0.00

B16 CO1 1.500 -627.0 626.8 9.0 627.1 0.0 0.00

B16 CO1 2.250 -103.3 103.1 88.0 152.4 0.0 0.00

B17 CO1 0.000 -980.2 980.1 176.8 983.5 0.0 0.00

B17 CO1 3.000 -5.7 5.5 99.4 172.1 0.0 0.00

B17 CO1 1.500 -627.0 626.8 9.0 627.1 0.0 0.00

B17 CO1 0.750 -103.3 103.1 88.0 152.4 0.0 0.00

B18 CO1 0.600 -343.8 343.8 112.4 362.1 0.0 0.00B18 CO1 0.000 -1.0 1.0 111.2 192.5 0.0 0.00

B19 CO1 0.000 -205.7 214.6 66.9 228.8 0.0 0.00

B19 CO1 0.600 -40.3 49.3 65.7 113.9 0.0 0.00

B20 CO1 0.600 -205.7 214.6 66.9 228.8 0.0 0.00

B20 CO1 0.000 -40.3 49.3 65.7 113.9 0.0 0.00

B21 CO1 0.000 -343.8 343.8 112.4 362.1 0.0 0.00

B21 CO1 0.600 -1.0 1.0 111.2 192.5 0.0 0.00

B22 CO1 0.600 -1221.0 1221.0 274.4 1226.7 0.0 0.00

B22 CO1 0.000 -0.5 0.5 273.2 473.3 0.0 0.00

B23 CO1 0.000 -726.7 758.7 140.1 761.0 0.0 0.00

B23 CO1 0.600 -104.6 136.5 138.9 241.0 0.0 0.00

B24 CO1 0.600 -726.7 758.7 140.1 761.0 0.0 0.00B24 CO1 0.000 -104.6 136.5 138.9 241.0 0.0 0.00

B25 CO1 0.000 -1221.0 1221.0 274.4 1226.7 0.0 0.00

B25 CO1 0.600 -0.5 0.5 273.2 473.3 0.0 0.00

B26 CO1 0.600 -343.8 343.8 112.4 362.1 0.0 0.00

B26 CO1 0.000 -1.0 1.0 111.2 192.5 0.0 0.00

B27 CO1 0.000 -205.6 214.6 66.9 228.8 0.0 0.00

B27 CO1 0.600 -40.3 49.3 65.7 113.9 0.0 0.00

B28 CO1 0.600 -205.6 214.6 66.9 228.8 0.0 0.00

B28 CO1 0.000 -40.3 49.3 65.7 113.9 0.0 0.00

B29 CO1 0.000 -343.8 343.8 112.4 362.1 0.0 0.00

B29 CO1 0.600 -1.0 1.0 111.2 192.5 0.0 0.00

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Part Calcul

Description -


20. Shear in joint

Linear calculation,Extrem e : MemberSelection : All

Combinations : CO 1Named joint : All joins - envelope, dx/h : 0.10

21. Relative deformation

Linear cal culation,Extreme : Global, System : PrincipalSelection : AllCombinations : CO 1

Case - combination Member dx

[m]

uy

[mm]

Rel uy

[1/xx]

uz

[mm]

Rel uz

[1/xx]

CO1/1 B16 1.125 0.0 1/10000 -3.6 1/1689

CO1/1 B12 1.125 0.0 1/10000 -3.6 1/1689

CO1/1 B26 0.600 0.0 1/10000 0.0 0

CO1/1 B18 0.600 0.0 1/10000 0.0 0CO1/1 B12 1.500 0.0 1/10000 -3.7 1/1616

CO1/1 B5 1.533 0.0 0 0.5 1/4386

CO1/1 B22 0.000 0.0 0 -1.8 1/334

CO1/1 B23 0.600 0.0 0 0.4 1/3420

22. Bill of material

Name Mass

[kg]

Surface

[m2]

Volume

[m3]

Total results : 713.19 20.507 9.0852e-02

CSS Material Unit mass[kg/m]

Length[m]

Mass[kg]

Surface[m2]

Unit volume mass[kg/m3]

Volume[m3]

CS1 - HSS168.3X6.4 S 235 23.71 13.800 327.16 7.283 7850.00 4.1676e-02

CS2 - I160 S 235 17.90 7.200 128.87 4.126 7850.00 1.6416e-02

CS3 - I140 S 235 14.29 18.000 257.17 9.098 7850.00 3.2760e-02

23. Check of steel

EC3 : EN 1993 Code Check

Member B1 HSS(CHS)168.3X6.4 S 235 LC1 0.00

NEd[daN]

Vy,Ed[daN]

Vz,Ed[daN]

TEd[daNm]

My,Ed[daNm]

Mz,Ed[daNm]

-98.64 0.08 2.88 0.00 -2.21 -0.05

The critical check is on position 0.00 m

Buckling parameters yy zz

type sway non-sway

Slenderness 45.08 29.29

Reduced sl en de rne ss 0.48 0.31

Buckling curve c c

Im perfection 0.49 0.49

Reduction factor 0.85 0.94

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Part Calcul

Description -



Length 2.30 2.30 m

Buckling factor 1.13 0.73

Buckling length 2.59 1.68 m

Critical Euler load 308037.82 729777.51 daN

LTB

LTB length 2.30 m

k 1.00

kw 1.00

C1 2.70

C2 0.00

C3 0.68

load in center of gravity

SECTION CHECK

Compression check 0.00 < 1

Shear check (Vy) 0.00 < 1

Shear check (Vz) 0.00 < 1

Bending moment check (My) 0.00 < 1

Bending moment check (Mz) 0.00 < 1

M 0.00 < 1

STABILITY CHECK

Buckling 0.00 < 1

LTB 0.00 < 1

Compression+ Mome nt 0.00 < 1




NEd[daN]

Vy,Ed[daN]

Vz,Ed[daN]

TEd[daNm]

My,Ed[daNm]

Mz,Ed[daNm]

-98.64 0.08 -2.88 -0.00 2.21 -0.05



type sway non-sway



Buckling curve c c


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Part Calcul

Description -




Length 2.30 2.30 m




LTB

LTB length 2.30 m

k 1.00

kw 1.00

C1 2.70

C2 0.00C3 0.68


SECTION CHECK






M 0.00 < 1

STABILITY CHECK

Buckling 0.00 < 1

LTB 0.00 < 1





NEd

[daN]

Vy,Ed

[daN]

Vz,Ed

[daN]

TEd

[daNm]

My,Ed

[daNm]

Mz,Ed

[daNm]

-152.55 0.00 8.29 -0.00 -6.35 -0.00



type sway non-sway



Buckling curve c c

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Part Calcul

Description -





Length 2.30 2.30 m




LTB

LTB length 2.30 m

k 1.00

kw 1.00

C1 2.70C2 0.00

C3 0.68


SECTION CHECK




M 0.00 < 1

STABILITY CHECK

Buckling 0.00 < 1

LTB 0.00 < 1





NEd[daN]

Vy,Ed[daN]

Vz,Ed[daN]

TEd[daNm]

My,Ed[daNm]

Mz,Ed[daNm]

-152.55 0.00 -8.29 -0.00 6.35 -0.00



type sway non-sway



Buckling curve c c


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Part Calcul

Description -




Length 2.30 2.30 m




LTB

LTB length 2.30 m

k 1.00

kw 1.00

C1 2.70

C2 0.00C3 0.68


SECTION CHECK




M 0.00 < 1

STABILITY CHECK

Buckling 0.00 < 1

LTB 0.00 < 1





NEd

[daN]

Vy,Ed

[daN]

Vz,Ed

[daN]

TEd

[daNm]

My,Ed

[daNm]

Mz,Ed

[daNm]

-98.64 -0.08 2.88 -0.00 -2.21 0.05



type sway non-sway



Buckling curve c c



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Part Calcul

Description -



Length 2.30 2.30 m




LTB

LTB length 2.30 m

k 1.00

kw 1.00

C1 2.70

C2 0.00

C3 0.68


SECTION CHECK






M 0.00 < 1

STABILITY CHECK

Buckling 0.00 < 1

LTB 0.00 < 1





NEd[daN]

Vy,Ed[daN]

Vz,Ed[daN]

TEd[daNm]

My,Ed[daNm]

Mz,Ed[daNm]

-98.64 -0.08 -2.88 0.00 2.21 0.05



type sway non-sway



Buckling curve c c


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Part Calcul

Description -




Length 2.30 2.30 m




LTB

LTB length 2.30 m

k 1.00

kw 1.00

C1 2.70

C2 0.00C3 0.68


SECTION CHECK






M 0.00 < 1

STABILITY CHECK

Buckling 0.00 < 1

LTB 0.00 < 1




Member B12 I140 S 235 LC1 0.01

NEd

[daN]

Vy,Ed

[daN]

Vz,Ed

[daN]

TEd

[daNm]

My,Ed

[daNm]

Mz,Ed

[daNm]

-0.02 0.00 -25.86 0.01 -14.58 0.00



type sway non-sway


Reduced slenderness 1.43 2.30

Buckling curve a b

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Part Calcul

Description -





Length 6.00 3.00 m




Warning: slenderness 215.71 is larger then 200.00 !

LTB

LTB length 3.00 m

k 1.00

kw 1.00C1 1.58

C2 0.65

C3 2.64


SECTION CHECK




M 0.01 < 1

STABILITY CHECK

Buckling 0.00 < 1

LTB 0.01 < 1




Member B16 I140 S 235 LC1 0.01

NEd

[daN]

Vy,Ed

[daN]

Vz,Ed

[daN]

TEd

[daNm]

My,Ed

[daNm]

Mz,Ed

[daNm]

-0.02 -0.00 -25.86 -0.01 -14.58 -0.00



type sway non-sway



Buckling curve a b

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Part Calcul

Description -





Length 6.00 3.00 m





LTB

LTB length 3.00 m

k 1.00

kw 1.00C1 1.56

C2 0.72

C3 2.64


SECTION CHECK




M 0.01 < 1

STABILITY CHECK

Buckling 0.00 < 1

LTB 0.01 < 1




Member B17 I140 S 235 LC1 0.01

NEd

[daN]

Vy,Ed

[daN]

Vz,Ed

[daN]

TEd

[daNm]

My,Ed

[daNm]

Mz,Ed

[daNm]

-0.02 0.00 25.86 0.01 -14.58 -0.00



type sway non-sway



Buckling curve a b

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Part Calcul

Description -





Length 6.00 3.00 m





LTB

LTB length 3.00 m

k 1.00

kw 1.00C1 1.56

C2 0.72

C3 2.64


SECTION CHECK




M 0.01 < 1

STABILITY CHECK

Buckling 0.00 < 1

LTB 0.01 < 1




Member B18 I160 S 235 LC1 0.00

NEd

[daN]

Vy,Ed

[daN]

Vz,Ed

[daN]

TEd

[daNm]

My,Ed

[daNm]

Mz,Ed

[daNm]

-0.00 -0.02 -26.72 -0.07 -12.88 -0.01


LTB

LTB length 1.20 m

k 1.00

kw 1.00

C1 1.37

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Part Calcul

Description -


LTB

C2 0.53

C3 1.73


SECTION CHECK





M 0.00 < 1

STABILITY CHECKLTB 0.00 < 1




Member B19 I160 S 235 LC1 0.00

NEd

[daN]

Vy,Ed

[daN]

Vz,Ed

[daN]

TEd

[daNm]

My,Ed

[daNm]

Mz,Ed

[daNm]

2.88 0.05 18.42 0.06 -8.46 -0.02


LTB

LTB length 1.20 m

k 1.00

kw 1.00

C1 1.37

C2 0.53

C3 1.73


SECTION CHECK

Normal force check 0.00 < 1





M 0.00 < 1

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Part Calcul

Description -


STABILITY CHECK

LTB 0.00 < 1




Member B20 I160 S 235 LC1 0.00

NEd

[daN]

Vy,Ed

[daN]

Vz,Ed

[daN]

TEd

[daNm]

My,Ed

[daNm]

Mz,Ed

[daNm]

2.88 -0.05 -18.42 -0.06 -8.46 -0.02


LTB

LTB length 1.20 m

k 1.00

kw 1.00

C1 1.38

C2 0.52

C3 1.73


SECTION CHECK






M 0.00 < 1

STABILITY CHECK

LTB 0.00 < 1




Member B21 I160 S 235 LC1 0.00

NEd[daN]

Vy,Ed[daN]

Vz,Ed[daN]

TEd[daNm]

My,Ed[daNm]

Mz,Ed[daNm]

-0.00 0.02 26.72 0.07 -12.88 -0.01


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Part Calcul

Description -


LTB

LTB length 1.20 m

k 1.00

kw 1.00

C1 1.38

C2 0.52

C3 1.73


SECTION CHECK



Bending moment check (My) 0.00 < 1Bending moment check (Mz) 0.00 < 1

M 0.00 < 1

STABILITY CHECK

LTB 0.00 < 1




Member B22 I160 S 235 LC1 0.01

NEd[daN]

Vy,Ed[daN]

Vz,Ed[daN]

TEd[daNm]

My,Ed[daNm]

Mz,Ed[daNm]

0.00 -0.00 -62.26 0.00 -34.18 -0.00


LTB

LTB length 1.20 m

k 1.00

kw 1.00

C1 1.39

C2 0.51

C3 1.73


SECTION CHECK



M 0.01 < 1

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Part Calcul

Description -


STABILITY CHECK

LTB 0.01 < 1




Member B23 I160 S 235 LC1 0.01

NEd

[daN]

Vy,Ed

[daN]

Vz,Ed

[daN]

TEd

[daNm]

My,Ed

[daNm]

Mz,Ed

[daNm]

8.29 0.00 36.80 0.00 -21.46 -0.00


LTB

LTB length 1.20 m

k 1.00

kw 1.00

C1 1.39

C2 0.51

C3 1.73


SECTION CHECK




M 0.01 < 1

STABILITY CHECK

LTB 0.01 < 1




Member B24 I160 S 235 LC1 0.01

NEd

[daN]

Vy,Ed

[daN]

Vz,Ed

[daN]

TEd

[daNm]

My,Ed

[daNm]

Mz,Ed

[daNm]

8.29 -0.00 -36.80 -0.00 -21.46 -0.00


LTB

LTB length 1.20 m

k 1.00

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Part Calcul

Description -


LTB

kw 1.00

C1 1.40

C2 0.50

C3 1.73


SECTION CHECK




M 0.01 < 1

STABILITY CHECK

LTB 0.01 < 1




Member B25 I160 S 235 LC1 0.01

NEd

[daN]

Vy,Ed

[daN]

Vz,Ed

[daN]

TEd

[daNm]

My,Ed

[daNm]

Mz,Ed

[daNm]

0.00 -0.00 62.26 -0.00 -34.18 -0.00


LTB

LTB length 1.20 m

k 1.00

kw 1.00

C1 1.40

C2 0.50

C3 1.73


SECTION CHECK



M 0.01 < 1

STABILITY CHECK

LTB 0.01 < 1


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Part Calcul

Description -


STABILITY CHECK



Member B26 I160 S 235 LC1 0.00

NEd

[daN]

Vy,Ed

[daN]

Vz,Ed

[daN]

TEd

[daNm]

My,Ed

[daNm]

Mz,Ed

[daNm]

-0.00 0.02 -26.72 0.07 -12.88 0.01


LTB

LTB length 1.20 m

k 1.00

kw 1.00

C1 1.37

C2 0.53

C3 1.73


SECTION CHECK





M 0.00 < 1

STABILITY CHECK

LTB 0.00 < 1




Member B27 I160 S 235 LC1 0.00

NEd

[daN]

Vy,Ed

[daN]

Vz,Ed

[daN]

TEd

[daNm]

My,Ed

[daNm]

Mz,Ed

[daNm]

2.88 -0.05 18.42 -0.06 -8.46 0.02


LTB

LTB length 1.20 m

k 1.00

kw 1.00

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Part Calcul

Description -


LTB

C1 1.37

C2 0.53

C3 1.73


SECTION CHECK






M 0.00 < 1

STABILITY CHECK

LTB 0.00 < 1




Member B28 I160 S 235 LC1 0.00

NEd[daN]

Vy,Ed[daN]

Vz,Ed[daN]

TEd[daNm]

My,Ed[daNm]

Mz,Ed[daNm]

2.88 0.05 -18.42 0.06 -8.46 0.02


LTB

LTB length 1.20 m

k 1.00

kw 1.00

C1 1.38

C2 0.52

C3 1.73


SECTION CHECK






M 0.00 < 1

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Part Calcul

Description -


STABILITY CHECK

LTB 0.00 < 1

Compression+ Mome nt 0.00 < 1Compression+ Mome nt 0.00 < 1


Member B29 I160 S 235 LC1 0.00

NEd

[daN]

Vy,Ed

[daN]

Vz,Ed

[daN]

TEd

[daNm]

My,Ed

[daNm]

Mz,Ed

[daNm]

-0.00 -0.02 26.72 -0.07 -12.88 0.01


LTB

LTB length 1.20 m

k 1.00

kw 1.00

C1 1.38

C2 0.52

C3 1.73


SECTION CHECK





M 0.00 < 1

STABILITY CHECK

LTB 0.00 < 1



24. Steel slenderness

Zveltete otel

Linear calculation

Member CS Name Part Sw ay y Ly

[m]

ky

[-]

ly

[m]

Lam y

[-]

lyz

[m]

l LTB

[m]

Sw ay z Lz

[m]

kz

[-]

lz

[m]

Lam z

[-]

B1 CS1 1 Yes 2.300 1.13 2.589 45.08 2.300 2.300

No 2.300 0.73 1.682 29.29

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Part Calcul

Description -


Member CS Name Part Sw ay y Ly[m]

ky[-]

ly[m]

Lam y[-]

lyz[m]

l LTB[m]

Sw ay z Lz

[m]

kz

[-]

lz

[m]

Lam z

[-]

B2 CS1 1 Yes 2.300 1.12 2.587 45.05 2.300 2.300No 2.300 0.73 1.682 29.29

B4 CS1 1 Yes 2.300 1.13 2.594 45.17 2.300 2.300

No 2.300 0.73 1.682 29.29

B5 CS1 1 Yes 2.300 1.13 2.594 45.17 2.300 2.300

No 2.300 0.73 1.682 29.29

B7 CS1 1 Yes 2.300 1.12 2.587 45.05 2.300 2.300

No 2.300 0.73 1.682 29.29

B8 CS1 1 Yes 2.300 1.13 2.589 45.08 2.300 2.300

No 2.300 0.73 1.682 29.29

B12 CS3 1 Yes 6.000 1.26 7.555 134.64 3.000 3.000

No 3.000 1.00 3.000 215.71

B13 CS3 1 Yes 6.000 1.26 7.555 134.64 3.000 3.000No 3.000 1.00 3.000 215.71

B14 CS3 1 Yes 6.000 1.26 7.587 135.21 3.000 3.000

No 3.000 1.00 3.000 215.71

B15 CS3 1 Yes 6.000 1.26 7.587 135.21 3.000 3.000

No 3.000 1.00 3.000 215.71

B16 CS3 1 Yes 6.000 1.26 7.555 134.64 3.000 3.000

No 3.000 1.00 3.000 215.71

B17 CS3 1 Yes 6.000 1.26 7.555 134.64 3.000 3.000

No 3.000 1.00 3.000 215.71

B18 CS2 1 Yes 0.600 10.00 6.000 93.69 1.200 1.200

No 1.200 1.00 1.200 77.47

B19 CS2 1 Yes 1.200 1.38 1.656 25.86 1.200 1.200No 1.200 1.00 1.200 77.47

B20 CS2 1 Yes 1.200 1.38 1.656 25.86 1.200 1.200

No 1.200 1.00 1.200 77.47

B21 CS2 1 Yes 0.600 10.00 6.000 93.69 1.200 1.200

No 1.200 1.00 1.200 77.47

B22 CS2 1 Yes 0.600 10.00 6.000 93.69 1.200 1.200

No 1.200 1.00 1.200 77.47

B23 CS2 1 Yes 1.200 1.38 1.656 25.85 1.200 1.200

No 1.200 1.00 1.200 77.47

B24 CS2 1 Yes 1.200 1.38 1.656 25.85 1.200 1.200

No 1.200 1.00 1.200 77.47

B25 CS2 1 Yes 0.600 10.00 6.000 93.69 1.200 1.200

No 1.200 1.00 1.200 77.47

B26 CS2 1 Yes 0.600 10.00 6.000 93.69 1.200 1.200

No 1.200 1.00 1.200 77.47

B27 CS2 1 Yes 1.200 1.38 1.656 25.86 1.200 1.200

No 1.200 1.00 1.200 77.47

B28 CS2 1 Yes 1.200 1.38 1.656 25.86 1.200 1.200

No 1.200 1.00 1.200 77.47

B29 CS2 1 Yes 0.600 10.00 6.000 93.69 1.200 1.200

No 1.200 1.00 1.200 77.47

Pi La 3 m Si 1500 Kg

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