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Project --Part --Description -Author -
1. ProjectLicence name hhhNational code EC - ENStructure General XYZNo. of nodes : 76No. of beams : 100No. of slabs : 0No. of used profiles : 7No. of load cases : 8No. of used materials : 2Project filename analiza s tructuralapiata.esaProject file path D:\LAPTOP\Proiecte 2013\Lucrarigalati\work\2Proiects f+pth piata Lies ti\parteascrisa\Project --Part --Description -Author -Date 22. 03. 2005Accelerationof gravity [m/sec2] 9,810Version Scia Engineer 9.0.158Functionality Dynamics
SeismicInitial stress
SubsoilStability
Climatic loadsPrestressing
Structural modelParameters
Mobile loadsSteel
Overview drawingsFrame connection
Pinned connectionsGrid pinned connections
Bolted diagonal connectionsConnection monodrawings
External Application ChecksLoad description Presiune vant conf. cu EC1
V bo 32.00 viteza de baza vant ... m/sC dir 1.00 factor de directieC -sezon 1.00 factor sezonC sau 1.00 factor ortografiek l 1.00 factor tubularC prob 1.00 factor de probabilitatero 1.25 kg/m3 densitate aerProbabilitatep 2.00 [%] probabilitatea p pentru depasire anualaK 0.20 factor de forman 0.50 exponentRugozitate - categoria 0Kr 0.156z 0 0.003z min 1.00Presiune interna - fata dominantaPozitie fata dominanta - fata
Project --Part --Description -Author -
Load description Fata dominanta deschideri - de 2 oriadancime 4.80 m inaltimea cladiriiinaltime z0 10.00 m nivel de referinta al terenuluiEC - normativzapadaSk 2.50 kN/m2 valoarea caracteris ticaa incarcarii din zapadaCe 1.00 coeficient de expunereCt 1.00 coeficient termicCesl 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-sectionsName CS1Type HEA200Source description Profil Arbed / Structural shapes / Edition Octobre 1995Item material S 235Fabrication rolledBuckling y-y, z-z b cPicture
A [m2] 5,3800e-03A y, z [m2] 3,4893e-03 1,1060e-03I y, z [m4] 3,6900e-05 1,3400e-05I w [m6], t [m4] 1,0832e-07 2,1000e-07Wel y, z [m3] 3,8900e-04 1,3400e-04Wpl y, z [m3] 4,3000e-04 2,0400e-04d y, z [mm] 0 0c YSCL, ZSCL [mm] 100 95alfa [deg] 0,00AL [m2/m] 1,1360e+00
Name CS3Type RO51X4Source description Stahl im Hochbau / 14.Auflage Band I / Teil 1Item material S 235Fabrication rolledBuckling y-y, z-z a a
Project --Part --Description -Author -
Picture
A [m2] 5,9100e-04A y, z [m2] 3,7624e-04 3,7624e-04I y, z [m4] 1,6400e-07 1,6400e-07I w [m6], t [m4] 0,0000e+00 3,2617e-07Wel y, z [m3] 6,4400e-06 6,4400e-06Wpl y, z [m3] 8,8200e-06 8,8200e-06d y, z [mm] 0 0c YSCL, ZSCL [mm] 0 0alfa [deg] 0,00AL [m2/m] 1,6021e-01
Name CS4Type RO82.5X5Source description Stahl im Hochbau / 14.Auflage Band I / Teil 1Item material S 235Fabrication rolledBuckling y-y, z-z a aPicture
A [m2] 1,2200e-03A y, z [m2] 7,7668e-04 7,7668e-04I y, z [m4] 9,1800e-07 9,1800e-07I w [m6], t [m4] 0,0000e+00 1,8280e-06Wel y, z [m3] 2,2200e-05 2,2200e-05Wpl y, z [m3] 3,0000e-05 3,0000e-05d y, z [mm] 0 0c YSCL, ZSCL [mm] 0 0alfa [deg] 0,00AL [m2/m] 2,5917e-01
Name CS5Type IPE140Source description Arcelor / Structural shapes / CD Edition 01-2004Item material S 235Fabrication rolledBuckling y-y, z-z a b
Project --Part --Description -Author -
Picture
A [m2] 1,6400e-03A y, z [m2] 8,6043e-04 5,9976e-04I y, z [m4] 5,4120e-06 4,4920e-07I w [m6], t [m4] 1,9800e-09 2,4500e-08Wel y, z [m3] 7,7320e-05 1,2310e-05Wpl y, z [m3] 8,8340e-05 1,9250e-05d y, z [mm] 0 0c YSCL, ZSCL [mm] 36 70alfa [deg] 0,00AL [m2/m] 5,5049e-01
Name CS6Type IPE160Source description Arcelor / Structural shapes / CD Edition 01-2004Item material S 235Fabrication rolledBuckling y-y, z-z a bPicture
A [m2] 2,0100e-03A y, z [m2] 1,0495e-03 7,4160e-04I y, z [m4] 8,6930e-06 6,8310e-07I w [m6], t [m4] 3,9600e-09 3,6000e-08Wel y, z [m3] 1,0870e-04 1,6660e-05Wpl y, z [m3] 1,2390e-04 2,6100e-05d y, z [mm] 0 0c YSCL, ZSCL [mm] 41 80alfa [deg] 0,00AL [m2/m] 6,2248e-01
Name CS7Type IPE220Source description Arcelor / Structural shapes / CD Edition 01-2004Item material S 235Fabrication rolledBuckling y-y, z-z a b
Project --Part --Description -Author -
Picture
A [m2] 3,3400e-03A y, z [m2] 1,7594e-03 1,2188e-03I y, z [m4] 2,7720e-05 2,0490e-06I w [m6], t [m4] 2,2670e-08 9,0700e-08Wel y, z [m3] 2,5200e-04 3,7250e-05Wpl y, z [m3] 2,8540e-04 5,8110e-05d y, z [mm] 0 0c YSCL, ZSCL [mm] 55 110alfa [deg] 0,00AL [m2/m] 8,4750e-01
Name CS8Type HEA180Source description Profil Arbed / Structural shapes / Edition Octobre 1995Item material S 235Fabrication rolledBuckling y-y, z-z b cPicture
A [m2] 4,5300e-03A y, z [m2] 2,9590e-03 9,1023e-04I y, z [m4] 2,5100e-05 9,2500e-06I w [m6], t [m4] 6,0389e-08 1,4800e-07Wel y, z [m3] 2,9400e-04 1,0300e-04Wpl y, z [m3] 3,2400e-04 1,5600e-04d y, z [mm] 0 0c YSCL, ZSCL [mm] 90 85alfa [deg] 0,00AL [m2/m] 1,0241e+00
3. MaterialsName Type Unit mass
[kg/m3]Modul E[MPa]
Poisson - nu G mod[MPa]
Thermal exp[m/mK]
S 235 Steel 7850,0 2,1000e+05 0,3 8,0769e+04 0,00
Project --Part --Description -Author -
Name Type Unit mass[kg/m3]
Modul E[MPa]
Poisson - nu G mod[MPa]
Thermalexp
[m/mK]
Characteristic compressivecylinder strength fck(28)
[MPa]C12/15 Concrete 2500,0 2,7100e+04 0,2 1,1292e+04 0,00 12,00
4. Buckling dataName Number of parts
BC1 2
5. Seismic spectrumsName Type drawing Info Drawing
FS1 Period Type code - Romanian standardSpectrum type - HorizontalCity - GalatiImportance factor - 1coeff accel. ag - 0.24ag – Nominal accelerationfactor - 2.3536Tb - 0.1Tc - 1Td - 3beta0 - 2.75q – behaviour factor - 4
6. Load casesName Description Action type LoadGroup Load type Spec Direction Duration Master
loadcase
LC1 Greutate propries tructura
Permanent LG1 Self weight -Z
LC4 seism x Variable LG5 Dynamic Seismicity NoneLC5 seism y Variable LG6 Dynamic Seismicity NoneVANT -LO
Vant din stanga -suprapresiune
Variable LG4 Static Standard Short None
VANT -LU
Vant din stanga -subpresiune
Variable LG4 Static Standard Short None
VANT -RO
Vant din dreapta -suprapresiune
Variable LG4 Static Standard Short None
VANT -RU
Vant din dreapta -subpresiune
Variable LG4 Static Standard Short None
SN Incarcari zapada Variable Zapada Static Standard Short None
7. Load groupsName Load Relation Coeff 2
LG1 PermanentLG3 Variable Exclusive Cat A : DomesticLG4 Variable Exclusive Wind
Project --Part --Description -Author -
Name Load Relation Coeff 2LG5 Seismic TogetherLG6 Seismic TogetherLG7 Variable Standard WindZapada Variable Exclusive Snow load H < 1000 m a.s .l.Zapada Variable Exclusive Snow load H < 1000 m a.s .l.Zapada Variable Exclusive Snow load Finland, Iceland, Norway,Sweden
8. CombinationsName Type Load cases Coeff.
[-]CO2 Linear - ultimate LC1 - Greutate proprie s tructura 1,35CO3 Linear - ultimate LC1 - Greutate proprie s tructura 1,00CO4 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LO - Vant din stanga - suprapresiune
1,35
0,90CO5 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LU - Vant din stanga - subpresiune
1,35
0,90CO6 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RO - Vant din dreapta - suprapresiune
1,35
0,90CO7 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RU - Vant din dreapta - subpresiune
1,35
0,90CO8 Linear - ultimate LC1 - Greutate proprie s tructura
SN - Incarcari zapada
1,35
1,05CO9 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LO - Vant din stanga - suprapresiune
SN - Incarcari zapada
1,35
0,90
1,05CO10 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LU - Vant din stanga - subpresiune
SN - Incarcari zapada
1,35
0,90
1,05CO11 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RO - Vant din dreapta - suprapresiune
SN - Incarcari zapada
1,35
0,90
1,05CO12 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RU - Vant din dreapta - subpresiune
SN - Incarcari zapada
1,35
0,90
1,05CO13 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LO - Vant din stanga - suprapresiune
1,00
0,90CO14 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LU - Vant din stanga - subpresiune
1,00
0,90CO15 Linear - ultimate LC1 - Greutate proprie s tructura 1,00
Project --Part --Description -Author -
Name Type Load cases Coeff.[-]
CO15 Linear - ultimate VANT - RO - Vant din dreapta - suprapresiune 0,90CO16 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RU - Vant din dreapta - subpresiune
1,00
0,90CO17 Linear - ultimate LC1 - Greutate proprie s tructura
SN - Incarcari zapada
1,00
1,05CO18 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LO - Vant din stanga - suprapresiune
SN - Incarcari zapada
1,00
0,90
1,05CO19 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LU - Vant din stanga - subpresiune
SN - Incarcari zapada
1,00
0,90
1,05CO20 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RO - Vant din dreapta - suprapresiune
SN - Incarcari zapada
1,00
0,90
1,05CO21 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RU - Vant din dreapta - subpresiune
SN - Incarcari zapada
1,00
0,90
1,05CO22 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LO - Vant din stanga - suprapresiune
1,35
1,50CO23 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LU - Vant din stanga - subpresiune
1,35
1,50CO24 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RO - Vant din dreapta - suprapresiune
1,35
1,50CO25 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RU - Vant din dreapta - subpresiune
1,35
1,00CO26 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LO - Vant din stanga - suprapresiune
SN - Incarcari zapada
1,35
1,50
1,05CO27 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LU - Vant din stanga - subpresiune
SN - Incarcari zapada
1,35
1,50
1,05CO28 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RO - Vant din dreapta - suprapresiune
SN - Incarcari zapada
1,35
1,50
1,05CO29 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RU - Vant din dreapta - subpresiune
SN - Incarcari zapada
1,35
1,50
1,05
Project --Part --Description -Author -
Name Type Load cases Coeff.[-]
CO30 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LO - Vant din stanga - suprapresiune
1,00
1,50CO31 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LU - Vant din stanga - subpresiune
1,00
1,50CO32 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RO - Vant din dreapta - suprapresiune
1,00
1,50CO33 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RU - Vant din dreapta - subpresiune
1,00
1,00CO34 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LO - Vant din stanga - suprapresiune
SN - Incarcari zapada
1,00
1,50
1,05CO35 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LU - Vant din stanga - subpresiune
SN - Incarcari zapada
1,00
1,50
1,05CO36 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RO - Vant din dreapta - suprapresiune
SN - Incarcari zapada
1,00
1,50
1,05CO37 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RU - Vant din dreapta - subpresiune
SN - Incarcari zapada
1,00
1,50
1,05CO38 Linear - ultimate LC1 - Greutate proprie s tructura
SN - Incarcari zapada
1,35
1,50CO39 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LO - Vant din stanga - suprapresiune
SN - Incarcari zapada
1,35
0,90
1,50CO40 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LU - Vant din stanga - subpresiune
SN - Incarcari zapada
1,35
0,90
1,50CO41 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RO - Vant din dreapta - suprapresiune
SN - Incarcari zapada
1,35
0,90
1,50CO42 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RU - Vant din dreapta - subpresiune
SN - Incarcari zapada
1,35
0,90
1,50CO43 Linear - ultimate LC1 - Greutate proprie s tructura
SN - Incarcari zapada
1,00
1,50CO44 Linear - ultimate LC1 - Greutate proprie s tructura 1,00
Project --Part --Description -Author -
Name Type Load cases Coeff.[-]
CO44 Linear - ultimate VANT - LO - Vant din stanga - suprapresiune
SN - Incarcari zapada
0,90
1,50CO45 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - LU - Vant din stanga - subpresiune
SN - Incarcari zapada
1,00
0,90
1,50CO46 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RO - Vant din dreapta - suprapresiune
SN - Incarcari zapada
1,00
0,90
1,50CO47 Linear - ultimate LC1 - Greutate proprie s tructura
VANT - RU - Vant din dreapta - subpresiune
SN - Incarcari zapada
1,00
0,90
1,50CO49 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
1,00
0,30CO50 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
1,00
-0,30CO51 Linear - ultimate LC1 - Greutate proprie s tructura
SN - Incarcari zapada
1,00
0,40CO52 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
SN - Incarcari zapada
1,00
0,30
0,40CO53 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
SN - Incarcari zapada
1,00
-0,30
0,40CO54 Linear - ultimate LC1 - Greutate proprie s tructura
LC5 - seism y
1,00
1,00CO55 Linear - ultimate LC1 - Greutate proprie s tructura
LC5 - seism y
1,00
-1,00CO56 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
1,00
0,30
1,00CO57 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
1,00
-0,30
1,00CO58 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
1,00
0,30
-1,00CO59 Linear - ultimate LC1 - Greutate proprie s tructura 1,00
Project --Part --Description -Author -
Name Type Load cases Coeff.[-]
CO59 Linear - ultimate LC4 - seism x
LC5 - seism y
-0,30
-1,00CO60 Linear - ultimate LC1 - Greutate proprie s tructura
LC5 - seism y
SN - Incarcari zapada
1,00
1,00
0,40CO61 Linear - ultimate LC1 - Greutate proprie s tructura
LC5 - seism y
SN - Incarcari zapada
1,00
-1,00
0,40CO62 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
SN - Incarcari zapada
1,00
0,30
1,00
0,40CO63 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
SN - Incarcari zapada
1,00
-0,30
1,00
0,40CO64 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
SN - Incarcari zapada
1,00
0,30
-1,00
0,40CO65 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
SN - Incarcari zapada
1,00
-0,30
-1,00
0,40CO66 Linear - ultimate LC1 - Greutate proprie s tructura
LC5 - seism y
1,00
0,30CO67 Linear - ultimate LC1 - Greutate proprie s tructura
LC5 - seism y
1,00
-0,30CO68 Linear - ultimate LC1 - Greutate proprie s tructura
LC5 - seism y
SN - Incarcari zapada
1,00
0,30
0,40CO69 Linear - ultimate LC1 - Greutate proprie s tructura
LC5 - seism y
SN - Incarcari zapada
1,00
-0,30
0,40CO70 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
1,00
1,00CO71 Linear - ultimate LC1 - Greutate proprie s tructura 1,00
Project --Part --Description -Author -
Name Type Load cases Coeff.[-]
CO71 Linear - ultimate LC4 - seism x -1,00CO72 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
1,00
1,00
0,30CO73 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
1,00
-1,00
0,30CO74 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
1,00
1,00
-0,30CO75 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
1,00
-1,00
-0,30CO76 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
SN - Incarcari zapada
1,00
1,00
0,40CO77 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
SN - Incarcari zapada
1,00
-1,00
0,40CO78 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
SN - Incarcari zapada
1,00
1,00
0,30
0,40CO79 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
SN - Incarcari zapada
1,00
-1,00
0,30
0,40CO80 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
SN - Incarcari zapada
1,00
1,00
-0,30
0,40CO81 Linear - ultimate LC1 - Greutate proprie s tructura
LC4 - seism x
LC5 - seism y
SN - Incarcari zapada
1,00
-1,00
-0,30
0,40
Project --Part --Description -Author -
9. Mass groupsName Load case
MG1 LC1 - Greutate proprie s tructuraName Load case
MG3 SN - Incarcari zapada
10. Combinationsof mass groupsName Mass group Coeff.
[-]CM1 MG1
MG3
1,00
0,40CM1/1 - 6,79
Name Mass group Coeff.[-]
CM1/2 - 8,96CM1/3 - 10,07CM1/4 - 10,15
11. Result classesName List
infasuratoaremin max LC1
LC4
LC5
VANT - LO
VANT - LU
VANT - RO
VANT - RU
SN
CO2
CO3
CO4
CO5
CO6
CO7
CO8
CO9
CO10
CO11
CO12
CO13
CO14
CO15
CO16
CO17
CO18
CO19
Name Listinfasuratoaremin max CO20
CO21
CO22
CO23
CO24
CO25
CO26
CO27
CO28
CO29
CO30
CO31
CO32
CO33
CO34
CO35
CO36
CO37
CO38
CO39
CO40
CO41
CO42
CO43
CO44
CO45
Project --Part --Description -Author -
Name Listinfasuratoaremin max CO46
CO47
CO49
CO50
CO51
CO52
CO53
CO54
CO55
CO56
CO57
CO58
CO59
CO60
CO61
CO62
CO63
CO64
Name Listinfasuratoaremin max CO65
CO66
CO67
CO68
CO69
CO70
CO71
CO72
CO73
CO74
CO75
CO76
CO77
CO78
CO79
CO80
CO81
12. Internal forces onmemberLinear calculation,Extreme : Global, System : PrincipalSelection : AllClass : infasuratoaremin maxMember Case dx
[m]N
[kN]Vz[kN]
Vy[kN]
Mx[kNm]
My[kNm]
Mz[kNm]
B17 CO39/8 0,000 -98,73 4,08 0,00 0,00 -9,47 0,00B18 CO31/4 4,300 130,84 -0,68 0,00 0,00 -2,18 0,00B12 CO32/2 8,700 -48,34 -4,22 -0,25 0,00 -5,38 0,08B14 CO32/2 8,700 -48,34 -4,22 0,25 0,00 -5,38 -0,08B8 CO32/2 0,000 8,69 -81,18 0,00 0,00 90,27 0,00B13 CO31/4 5,086 25,90 66,48 0,00 0,00 59,20 0,00B105 CO37/3 0,000 3,29 0,12 0,19 -0,25 0,00 -0,54B29 CO37/3 3,110 3,48 0,15 -0,19 0,25 -0,09 0,06B3 CO30/10 0,000 -4,29 64,08 0,00 0,00 -59,43 0,00B36 CO32/2 0,000 2,79 0,09 0,25 0,19 0,00 -0,68B102 CO32/2 0,000 2,82 0,12 -0,25 -0,19 0,00 0,68
13. Displacementof nodesLinear calculation,Extreme : NodeSelection : AllClass : infasuratoaremin max
Project --Part --Description -Author -
Node Case Ux[mm]
Uy[mm]
Uz[mm]
N1 CO31/4 0,0 0,0 0,0N1 CO30/10 0,0 0,0 0,0N2 CO37/3 -0,1 -23,2 0,0N2 CO26/6 0,0 9,8 0,0N2 CO41/11 0,0 -8,0 -0,1N2 CO31/4 0,0 0,3 0,1N3 CO26/6 0,0 0,0 0,0N3 CO30/10 0,0 0,0 0,0N3 CO31/4 0,0 0,0 0,0N4 CO37/3 -0,1 -23,9 0,1N4 CO26/6 0,1 10,2 -0,1N4 CO41/11 0,0 -8,2 -0,1N4 CO31/4 0,0 0,2 0,2N5 CO78/12 0,0 0,0 0,0N5 CO30/10 0,0 0,0 0,0N5 CO31/4 0,0 0,0 0,0N6 CO75/13 0,0 -0,2 0,0N6 CO78/12 0,0 0,6 0,0N6 CO37/3 0,0 -24,6 0,1N6 CO26/6 0,0 10,5 -0,1N6 CO41/11 0,0 -8,4 -0,2N6 CO31/4 0,0 0,2 0,2N7 CO37/3 0,0 0,0 0,0N7 CO30/10 0,0 0,0 0,0N7 CO31/4 0,0 0,0 0,0N8 CO26/6 -0,1 10,2 -0,1N8 CO37/3 0,1 -23,9 0,1N8 CO41/11 0,0 -8,2 -0,1N8 CO31/4 0,0 0,2 0,2N9 CO28/7 0,0 0,0 0,0N9 CO30/10 0,0 0,0 0,0N9 CO31/4 0,0 0,0 0,0N10 CO26/6 0,0 9,8 0,0N10 CO37/3 0,1 -23,2 0,0N10 CO41/11 0,0 -8,0 -0,1N10 CO31/4 0,0 0,3 0,1N11 CO37/3 0,0 0,0 0,0N11 CO27/14 0,0 0,0 0,0N11 VANT - RU 0,0 0,0 0,0N12 CO34/15 0,0 9,5 -0,1N12 CO29/1 0,1 -23,1 0,1N12 CO37/3 0,1 -23,1 0,1N12 CO26/6 0,0 9,6 -0,1N12 CO39/8 0,0 6,3 -0,1N12 VANT - RU 0,1 -15,9 0,1N13 CO41/11 0,0 0,0 0,0N13 CO27/14 0,0 0,0 0,0N13 CO31/4 0,0 0,0 0,0
Node Case Ux[mm]
Uy[mm]
Uz[mm]
N14 CO31/4 0,0 0,7 0,2N14 CO28/7 0,1 -15,3 -0,1N14 CO37/3 0,1 -23,6 0,2N14 CO26/6 0,0 9,7 -0,2N14 CO39/8 0,0 6,4 -0,2N15 LC4 0,0 0,0 0,0N15 CO27/14 0,0 0,0 0,0N15 VANT - RU 0,0 0,0 0,0N16 CO81/16 0,0 0,1 -0,1N16 LC4 0,0 0,0 0,0N16 CO37/3 0,0 -24,4 0,2N16 CO26/6 0,0 10,0 -0,2N16 CO39/8 0,0 6,6 -0,2N16 CO31/4 0,0 0,7 0,2N17 CO31/4 0,0 0,0 0,0N17 CO27/14 0,0 0,0 0,0N18 CO28/7 -0,1 -15,3 -0,1N18 CO31/4 0,0 0,7 0,2N18 CO37/3 -0,1 -23,6 0,2N18 CO26/6 0,0 9,7 -0,2N18 CO39/8 0,0 6,4 -0,2N19 CO39/8 0,0 0,0 0,0N19 CO27/14 0,0 0,0 0,0N19 VANT - RU 0,0 0,0 0,0N20 CO29/1 -0,1 -23,1 0,1N20 CO34/15 0,0 9,5 -0,1N20 CO37/3 -0,1 -23,1 0,1N20 CO26/6 0,0 9,6 -0,1N20 CO39/8 0,0 6,3 -0,1N20 VANT - RU -0,1 -15,9 0,1N21 CO41/11 0,0 0,0 0,0N21 CO26/6 0,0 0,0 0,0N21 CO31/4 0,0 0,0 0,0N22 CO23/5 0,0 0,4 0,3N22 CO36/17 0,0 -14,6 -0,1N22 CO37/3 0,0 -23,2 0,2N22 CO26/6 0,0 9,7 -0,2N22 CO39/8 0,0 6,4 -0,2N22 CO31/4 0,0 0,4 0,3N23 LC5 0,0 0,0 0,0N23 CO26/6 0,0 0,0 0,0N23 CO31/4 0,0 0,0 0,0N24 CO59/18 0,0 -0,8 0,0N24 CO62/19 0,0 1,2 -0,1N24 CO37/3 0,0 -23,8 0,4N24 CO26/6 0,0 9,9 -0,4N24 CO39/8 0,0 6,6 -0,4N24 CO31/4 0,0 0,3 0,6
Project --Part --Description -Author -
Node Case Ux[mm]
Uy[mm]
Uz[mm]
N25 LC4 0,0 0,0 0,0N25 CO26/6 0,0 0,0 0,0N25 CO31/4 0,0 0,0 0,0N26 CO75/13 0,0 -0,2 0,0N26 LC4 0,0 0,0 0,0N26 CO37/3 0,0 -24,5 0,4N26 CO26/6 0,0 10,2 -0,3N26 CO39/8 0,0 6,8 -0,4N26 CO31/4 0,0 0,3 0,6N27 CO23/5 0,0 0,0 0,0N27 CO26/6 0,0 0,0 0,0N27 CO31/4 0,0 0,0 0,0N28 CO65/20 0,0 -0,5 -0,1N28 LC5 0,0 0,9 0,0N28 CO37/3 0,0 -23,8 0,4N28 CO26/6 0,0 9,9 -0,4N28 CO39/8 0,0 6,6 -0,4N28 CO31/4 0,0 0,3 0,6N29 VANT - LU 0,0 0,0 0,0N29 CO26/6 0,0 0,0 0,0N29 CO31/4 0,0 0,0 0,0N30 CO28/7 0,0 -14,6 -0,1N30 CO31/4 0,0 0,4 0,3N30 CO37/3 0,0 -23,2 0,2N30 CO26/6 0,0 9,7 -0,2N30 CO39/8 0,0 6,4 -0,2N160 CO32/2 0,0 -15,4 2,2N160 CO27/14 0,0 0,7 2,5N160 CO37/3 0,0 -23,9 5,8N160 CO26/6 0,0 10,1 -3,1N160 CO39/8 0,0 6,9 -3,6N161 CO28/7 0,0 -14,3 -1,5N161 CO31/4 0,0 -0,3 5,4N161 CO37/3 0,0 -23,8 4,8N161 CO26/6 0,0 10,1 -3,2N161 CO39/8 0,0 6,9 -3,9N162 CO28/7 0,0 -14,4 -1,1N162 CO31/4 0,0 0,2 1,7N162 CO37/3 0,0 -23,3 0,7N162 CO26/6 0,0 9,8 -0,7N162 CO41/11 0,0 -8,0 -1,2N163 CO28/7 0,0 -14,6 -0,2N163 CO31/4 0,0 0,3 1,2N163 CO37/3 0,0 -23,3 1,4N163 CO26/6 0,0 9,8 -1,1N163 CO39/8 0,0 6,5 -1,3N163 VANT - RU 0,0 -16,1 1,5N164 CO28/7 0,0 -14,5 -1,8
Node Case Ux[mm]
Uy[mm]
Uz[mm]
N164 CO31/4 0,0 0,0 4,1N164 CO37/3 0,0 -23,5 2,6N164 CO26/6 0,0 9,9 -2,5N164 CO38/21 0,0 1,5 -3,6N165 CO34/15 0,0 9,7 -1,3N165 CO29/1 0,0 -23,2 0,8N165 CO37/3 0,0 -23,2 0,9N165 CO26/6 0,0 9,7 -1,4N165 CO38/21 0,0 1,4 -3,1N165 CO31/4 0,0 0,1 3,3N166 CO30/10 0,0 9,4 -0,7N166 CO29/1 0,0 -24,7 7,9N166 CO37/3 0,0 -24,8 8,0N166 CO26/6 0,0 10,6 -4,7N166 CO39/8 0,0 7,4 -6,2N166 CO31/4 0,0 -0,8 9,0N167 CO32/2 0,0 -15,6 0,4N167 CO27/14 0,0 0,3 6,1N167 CO37/3 0,0 -24,7 7,6N167 CO26/6 0,0 10,6 -5,4N167 CO39/8 0,0 7,4 -7,2N167 CO31/4 0,0 -0,9 10,7N168 CO28/7 0,0 -14,7 -2,0N168 CO31/4 0,0 0,0 3,4N168 CO37/3 0,0 -23,9 1,5N168 CO26/6 0,0 10,1 -1,4N168 CO41/11 0,0 -8,1 -2,4N169 CO26/6 0,0 10,4 -5,3N169 CO31/4 0,0 -0,4 8,2N169 CO37/3 0,0 -24,4 6,2N169 CO39/8 0,0 7,3 -7,2N170 CO31/4 0,0 -0,2 6,5N170 CO28/7 0,0 -15,0 -2,0N170 CO37/3 0,0 -24,1 4,0N170 CO26/6 0,0 10,1 -3,6N170 CO38/21 0,0 1,8 -6,2N171 CO34/15 0,0 10,1 -1,9N171 CO29/1 0,0 -24,0 2,5N171 CO37/3 0,0 -24,0 2,5N171 CO26/6 0,0 10,1 -2,0N171 CO39/8 0,0 6,8 -2,4N171 VANT - RU 0,0 -16,6 2,7N172 CO75/13 0,0 -0,2 -0,3N172 CO78/12 0,0 0,8 -1,7N172 CO37/3 0,0 -25,6 8,3N172 CO26/6 0,0 10,9 -4,7N172 CO39/8 0,0 7,6 -6,2N172 CO31/4 0,0 -0,8 9,3
Project --Part --Description -Author -
Node Case Ux[mm]
Uy[mm]
Uz[mm]
N173 CO75/13 0,0 -0,2 -0,4N173 CO78/12 0,0 0,8 -2,0N173 CO37/3 0,0 -25,5 7,8N173 CO26/6 0,0 10,9 -5,4N173 CO39/8 0,0 7,7 -7,1N173 CO31/4 0,0 -1,0 11,0N174 CO75/13 0,0 -0,2 -0,1N174 LC4 0,0 0,0 0,0N174 CO37/3 0,0 -24,7 1,5N174 CO26/6 0,0 10,4 -1,4N174 CO41/11 0,0 -8,3 -2,4N174 CO31/4 0,0 0,0 3,5N175 CO81/16 0,0 0,3 -2,1N175 LC4 0,0 0,0 0,0N175 CO37/3 0,0 -25,2 6,4N175 CO26/6 0,0 10,7 -5,3N175 CO39/8 0,0 7,5 -7,2N175 CO31/4 0,0 -0,5 8,4N176 CO81/16 0,0 0,3 -1,9N176 LC4 0,0 0,0 0,0N176 CO37/3 0,0 -24,9 4,2N176 CO26/6 0,0 10,5 -3,5N176 CO38/21 0,0 1,8 -6,2N176 CO31/4 0,0 -0,2 6,7N177 CO27/14 0,0 1,1 1,0N177 LC4 0,0 0,0 0,0N177 CO37/3 0,0 -24,8 2,6N177 CO26/6 0,0 10,4 -2,0N177 CO39/8 0,0 7,0 -2,4N177 VANT - RU 0,0 -17,2 2,7N178 CO29/1 0,0 -24,7 7,9N178 CO30/10 0,0 9,4 -0,7N178 CO37/3 0,0 -24,8 8,0N178 CO26/6 0,0 10,6 -4,7N178 CO39/8 0,0 7,4 -6,2N178 CO31/4 0,0 -0,8 9,0N179 CO27/14 0,0 0,3 6,1N179 CO32/2 0,0 -15,6 0,4N179 CO37/3 0,0 -24,7 7,6N179 CO26/6 0,0 10,6 -5,4N179 CO39/8 0,0 7,4 -7,2N179 CO31/4 0,0 -0,9 10,7N180 CO31/4 0,0 0,0 3,4N180 CO28/7 0,0 -14,7 -2,0N180 CO37/3 0,0 -23,9 1,5N180 CO26/6 0,0 10,1 -1,4N180 CO41/11 0,0 -8,1 -2,4N181 CO23/5 0,0 -0,4 8,0
Node Case Ux[mm]
Uy[mm]
Uz[mm]
N181 CO34/15 0,0 10,4 -5,2N181 CO37/3 0,0 -24,4 6,2N181 CO26/6 0,0 10,4 -5,3N181 CO39/8 0,0 7,3 -7,2N181 CO31/4 0,0 -0,4 8,2N182 CO28/7 0,0 -15,0 -2,0N182 CO31/4 0,0 -0,2 6,5N182 CO37/3 0,0 -24,1 4,0N182 CO26/6 0,0 10,1 -3,6N182 CO38/21 0,0 1,8 -6,2N183 CO29/1 0,0 -24,0 2,5N183 CO34/15 0,0 10,1 -1,9N183 CO37/3 0,0 -24,0 2,5N183 CO26/6 0,0 10,1 -2,0N183 CO39/8 0,0 6,8 -2,4N183 VANT - RU 0,0 -16,6 2,7N184 CO27/14 0,0 0,7 2,5N184 CO32/2 0,0 -15,4 2,2N184 CO37/3 0,0 -23,9 5,8N184 CO26/6 0,0 10,1 -3,1N184 CO39/8 0,0 6,9 -3,6N185 CO31/4 0,0 -0,3 5,4N185 CO28/7 0,0 -14,3 -1,5N185 CO37/3 0,0 -23,8 4,8N185 CO26/6 0,0 10,1 -3,2N185 CO39/8 0,0 6,9 -3,9N186 CO31/4 0,0 0,2 1,7N186 CO28/7 0,0 -14,4 -1,1N186 CO37/3 0,0 -23,3 0,7N186 CO26/6 0,0 9,8 -0,7N186 CO41/11 0,0 -8,0 -1,2N187 CO23/5 0,0 0,0 4,0N187 CO36/17 0,0 -14,5 -1,7N187 CO37/3 0,0 -23,5 2,6N187 CO26/6 0,0 9,9 -2,5N187 CO38/21 0,0 1,5 -3,6N187 CO31/4 0,0 0,0 4,1N188 CO29/1 0,0 -23,2 0,8N188 CO34/15 0,0 9,7 -1,3N188 CO37/3 0,0 -23,2 0,9N188 CO26/6 0,0 9,7 -1,4N188 CO38/21 0,0 1,4 -3,1N188 CO31/4 0,0 0,1 3,3N189 CO31/4 0,0 0,3 1,2N189 CO28/7 0,0 -14,6 -0,2N189 CO37/3 0,0 -23,3 1,4N189 CO26/6 0,0 9,8 -1,1N189 CO39/8 0,0 6,5 -1,3
Project --Part --Description -Author -
Node Case Ux[mm]
Uy[mm]
Uz[mm]
N189 VANT - RU 0,0 -16,1 1,5N190 CO32/2 0,0 -15,5 1,5N190 CO27/14 0,0 0,6 3,3N190 CO37/3 0,0 -24,3 6,5N190 CO26/6 0,0 10,5 -4,8N190 CO39/8 0,0 7,3 -5,9N190 VANT - RU 0,0 -17,0 7,0N191 CO28/7 0,0 -14,4 -2,4N191 CO31/4 0,0 0,1 2,1N191 CO37/3 0,0 -23,5 0,6N191 CO26/6 0,0 10,0 -1,9N191 CO41/11 0,0 -7,9 -2,7N192 CO28/7 0,0 -14,5 -3,2N192 CO31/4 0,0 -0,2 5,9N192 CO37/3 0,0 -23,9 4,1N192 CO26/6 0,0 10,3 -5,0N192 CO39/8 0,0 7,2 -6,6N193 CO30/10 0,0 9,0 -0,4N193 CO29/1 0,1 -23,3 -0,3N193 CO37/3 0,1 -23,3 -0,2N193 CO26/6 0,0 9,7 -0,6N193 CO39/8 0,0 6,4 -0,6N193 VANT - RU 0,1 -16,1 0,1N194 CO30/10 0,0 9,2 -0,3N194 CO29/1 0,1 -24,0 -0,1N194 CO37/3 0,1 -24,0 0,0N194 CO26/6 0,0 9,9 -0,5N194 CO39/8 0,0 6,6 -0,5N194 VANT - RU 0,0 -16,5 0,2N195 CO29/1 -0,1 -24,0 -0,1N195 CO30/10 0,0 9,2 -0,3N195 CO37/3 -0,1 -24,0 0,0N195 CO26/6 0,0 9,9 -0,5N195 CO39/8 0,0 6,6 -0,5N195 VANT - RU 0,0 -16,5 0,2N196 CO34/15 0,0 10,9 -4,8N196 CO29/1 0,0 -25,3 8,0N196 CO37/3 0,0 -25,3 8,2N196 CO26/6 0,0 10,9 -4,9N196 CO39/8 0,0 7,6 -6,5N196 CO31/4 0,0 -0,9 9,3N197 CO29/1 0,0 -25,3 8,0N197 CO34/15 0,0 10,9 -4,8N197 CO37/3 0,0 -25,3 8,2
Node Case Ux[mm]
Uy[mm]
Uz[mm]
N197 CO26/6 0,0 10,9 -4,9N197 CO39/8 0,0 7,6 -6,5N197 CO31/4 0,0 -0,9 9,3N201 CO27/14 0,0 0,6 3,3N201 CO32/2 0,0 -15,5 1,5N201 CO37/3 0,0 -24,3 6,5N201 CO26/6 0,0 10,5 -4,8N201 CO39/8 0,0 7,3 -5,9N201 VANT - RU 0,0 -17,0 7,0N202 CO31/4 0,0 0,1 2,1N202 CO28/7 0,0 -14,4 -2,4N202 CO37/3 0,0 -23,5 0,6N202 CO26/6 0,0 10,0 -1,9N202 CO41/11 0,0 -7,9 -2,7N203 CO23/5 0,0 -0,1 5,6N203 CO36/17 0,0 -14,6 -2,9N203 CO37/3 0,0 -23,9 4,1N203 CO26/6 0,0 10,3 -5,0N203 CO39/8 0,0 7,2 -6,6N203 CO31/4 0,0 -0,2 5,9N204 CO29/1 -0,1 -23,3 -0,3N204 CO30/10 0,0 9,0 -0,4N204 CO37/3 -0,1 -23,3 -0,2N204 CO26/6 0,0 9,7 -0,6N204 CO39/8 0,0 6,4 -0,6N204 VANT - RU -0,1 -16,1 0,1N205 CO29/1 0,0 -8,7 0,0N205 CO30/10 0,0 4,2 0,0N205 CO41/11 0,0 -3,9 -0,1N205 CO31/4 0,0 1,5 0,1N206 CO37/3 -0,1 -10,7 0,1N206 CO26/6 0,0 4,4 -0,1N206 CO39/8 0,0 3,7 -0,1N206 VANT - RU 0,0 -8,0 0,1N207 CO26/6 0,0 4,4 -0,1N207 CO37/3 0,1 -10,7 0,1N207 CO39/8 0,0 3,7 -0,1N207 VANT - RU 0,0 -8,0 0,1N208 CO22/22 0,0 4,2 0,0N208 CO37/3 0,0 -8,6 0,0N208 CO29/1 0,0 -8,7 0,0N208 CO30/10 0,0 4,2 0,0N208 CO41/11 0,0 -3,9 -0,1N208 CO31/4 0,0 1,5 0,1
Project --Part --Description -Author -
14. Bill of materialName Mass
[kg]Surface[m2]
Volume[m3]
Total results : 7311,9 241,070 9,3145e-01
CSS Material Unit mass[kg/m]
Length[m]
Mass[kg]
Surface[m2]
Unit volume mass[kg/m3]
Volume[m3]
CS1 - HEA200 S 235 42,2 43,000 1816,0 48,846 7850,0 2,3134e-01CS3 - RO51X4 S 235 4,6 104,127 483,1 16,683 7850,0 6,1539e-02CS4 - RO82.5X5 S 235 9,6 52,883 506,5 13,706 7850,0 6,4518e-02CS5 - IPE140 S 235 12,9 40,000 515,0 22,020 7850,0 6,5600e-02CS6 - IPE160 S 235 15,8 120,000 1893,4 74,697 7850,0 2,4120e-01CS7 - IPE220 S 235 26,2 50,855 1333,4 43,100 7850,0 1,6986e-01CS8 - HEA180 S 235 35,6 21,500 764,6 22,019 7850,0 9,7395e-02
15. Calculation protocolCalc protokol
Protocol de calcul.
Calcul liniar
Numar de elemente 2DNumar de elemente 1D
Numar de noduri ale reteleiNumar de ecuatii
0148014058430
Cazuri de incarcare CI 1 LC1
CI 4 VANT - LO
CI 5 VANT - LU
CI 6 VANT - RO
CI 7 VANT - RU
CI 8 SN
Teoria incovoierii Mindlin
Incepere calcul 24.07.201313:58
Sfars it calcul 24.07.201313:58
Suma de incarcari si reactiuni.
[kN] X Y Z
Caz incarcare 1 incarcare 0.0 0.0 -71.7
reactiuni in noduri 0.0 0.0 71.7
reactiuni in linii 0.0 0.0 0.0
contact 1D 0.0 0.0 0.0
contact 2D 0.0 0.0 0.0
Caz incarcare 2 incarcare 0.0 0.0 0.0
Project --Part --Description -Author -
Calc protokol
[kN] X Y Z
reactiuni in noduri 0.0 0.0 0.0
reactiuni in linii 0.0 0.0 0.0
contact 1D 0.0 0.0 0.0
contact 2D 0.0 0.0 0.0
Caz incarcare 3 incarcare 0.0 0.0 0.0
reactiuni in noduri 0.0 0.0 0.0
reactiuni in linii 0.0 0.0 0.0
contact 1D 0.0 0.0 0.0
contact 2D 0.0 0.0 0.0
Caz incarcare 4 incarcare 0.0 144.2 -55.5
reactiuni in noduri 0.0 -144.2 55.5
reactiuni in linii 0.0 0.0 0.0
contact 1D 0.0 0.0 0.0
contact 2D 0.0 0.0 0.0
Caz incarcare 5 incarcare 0.0 144.2 691.5
reactiuni in noduri 0.0 -144.2 -691.5
reactiuni in linii 0.0 0.0 0.0
contact 1D 0.0 0.0 0.0
contact 2D 0.0 0.0 0.0
Caz incarcare 6 incarcare 0.0 -251.4 3.1
reactiuni in noduri 0.0 251.4 -3.1
reactiuni in linii 0.0 0.0 0.0
contact 1D 0.0 0.0 0.0
contact 2D 0.0 0.0 0.0
Caz incarcare 7 incarcare 0.0 -251.4 750.2
reactiuni in noduri 0.0 251.4 -750.2
reactiuni in linii 0.0 0.0 0.0
contact 1D 0.0 0.0 0.0
contact 2D 0.0 0.0 0.0
Caz incarcare 8 incarcare 0.0 0.0 -404.0
reactiuni in noduri 0.0 -0.0 404.0
reactiuni in linii 0.0 0.0 0.0
contact 1D 0.0 0.0 0.0
contact 2D 0.0 0.0 0.0
Caz de incarcare dinamic : 2
Project --Part --Description -Author -
Calc protokol
Numar Fregv.[Hz]
Raportamortizare
Coef.amortizare
Sax[m/s^2]
Say[m/s^2]
Saz[m/s^2]
G(j) Fx[kN]
Fy[kN]
Mx[kNm]
My[kNm]
1 6.7854 0.0500 1.0000 1.6180 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0001 -0.0000
2 8.9561 0.0500 1.0000 1.6180 0.0000 0.0000 -0.0004 0.0008 -0.0000 -0.0000 -0.0035
3 10.0700 0.0500 1.0000 1.6230 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000
4 10.1467 0.0500 1.0000 1.6286 0.0000 0.0000 0.0001 0.0000 0.0000 -0.0000 -0.0001
Nivel= 0.00 0.00 0.00 0.00 0.00
Caz de incarcare dinamic : 3
Numar Fregv.[Hz]
Raportamortizare
Coef.amortizare
Sax[m/s^2]
Say[m/s^2]
Saz[m/s^2]
G(j) Fx[kN]
Fy[kN]
Mx[kNm]
My[kNm]
1 6.7854 0.0500 1.0000 0.0000 1.6180 0.0000 0.0686 -0.0000 9.5990 -38.3449 0.0001
2 8.9561 0.0500 1.0000 0.0000 1.6180 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000
3 10.0700 0.0500 1.0000 0.0000 1.6230 0.0000 -0.0017 -0.0000 0.0302 0.0267 0.0000
4 10.1467 0.0500 1.0000 0.0000 1.6286 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000
Nivel= 0.00 0.00 9.60 38.34 0.00
16. Eigen frequencies
N f[Hz]
omega[1/sec]
omega^2[1/sec^2]
T[sec]
Mass combination : CM1
1 6,79 42,63 1817,53 0,15
2 8,96 56,27 3166,41 0,11
3 10,07 63,27 4003,06 0,10
4 10,15 63,75 4064,27 0,10
17. Rigidizare superioaraName RigMaterial S 235Decrease [mm] 1Thickness[mm] 10
Name Rig1Material S 235Decrease [mm] 1Thickness[mm] 10
Name Rig2Material S 235Decrease [mm] 1
Project --Part --Description -Author -
Thickness[mm] 10
Name Rig3Material S 235Decrease [mm] 1Thickness[mm] 10
Name Rig4Material S 235Decrease [mm] 1Thickness[mm] 10
Name Rig5Material S 235Decrease [mm] 1Thickness[mm] 10
Name Rig6Material S 235Decrease [mm] 1Thickness[mm] 10
Name Rig7Material S 235Decrease [mm] 1Thickness[mm] 10
18. Placa capatName PlaMaterial S 235Thickness[mm] 10Top [mm] 10Bottom [mm] 20Left [mm] 25Right [mm] 25Width [mm] 160Height [mm] 472
Name Pla1Material S 235Thickness[mm] 10Top [mm] 10Bottom [mm] 20Left [mm] 25Right [mm] 25Width [mm] 160Height [mm] 472
19. Bolt assemblyName M12 - 4.6
Project --Part --Description -Author -
Selected bolt M12 - DIN 7990Selected washer M12 - DIN 7989Selected nut M12 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalLength[mm] 200.000
Name M16 - 4.6Selected bolt M16 - DIN 7990Selected washer M16 - DIN 7989Selected nut M16 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalLength[mm] 200.000
Name M20 - 4.6Selected bolt M20 - DIN 7990Selected washer M20 - DIN 7989Selected nut M20 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalLength[mm] 200.000
Name M22 - 4.6Selected bolt M22 - DIN 7990Selected washer M22 - DIN 7989Selected nut M22 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalLength[mm] 200.000
Name M24 - 4.6Selected bolt M24 - DIN 7990Selected washer M24 - DIN 7989Selected nut M24 - ISO 4034Washer at the nut
Project --Part --Description -Author -
Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalLength[mm] 140.000
Name M27 - 4.6Selected bolt M27 - DIN 7990Selected washer M27 - DIN 7989Selected nut M27 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalLength[mm] 200.000
Name M30 - 4.6Selected bolt M30 - DIN 7990Selected washer M30 - DIN 7989Selected nut M30 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalLength[mm] 200.000
Name M12 - 10.9Selected bolt M12 - DIN 6914Selected washer M12 - DIN 6916Selected nut M12 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type NormalLength[mm] 200.000
Name M16 - 10.9Selected bolt M16 - DIN 6914Selected washer M16 - DIN 6916Selected nut M16 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0
Project --Part --Description -Author -
Type NormalLength[mm] 200.000
Name M20 - 10.9Selected bolt M20 - DIN 6914Selected washer M20 - DIN 6916Selected nut M20 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type NormalLength[mm] 200.000
Name M22 - 10.9Selected bolt M22 - DIN 6914Selected washer M22 - DIN 6916Selected nut M22 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type NormalLength[mm] 200.000
Name M24 - 10.9Selected bolt M24 - DIN 6914Selected washer M24 - DIN 6916Selected nut M24 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type NormalLength[mm] 200.000
Name M27 - 10.9Selected bolt M27 - DIN 6914Selected washer M27 - DIN 6916Selected nut M27 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type NormalLength[mm] 200.000
Name M30 - 10.9Selected bolt M30 - DIN 6914
Project --Part --Description -Author -
Selected washer M30 - DIN 6916Selected nut M30 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type NormalLength[mm] 180.000
Name M36 - 10.9Selected bolt M36 - DIN 6914Selected washer M36 - DIN 6916Selected nut M36 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type NormalLength[mm] 200.000
Name M12 - 10.9 - HVSelected bolt M12 - DIN 6914Selected washer M12 - DIN 6916Selected nut M12 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedLength[mm] 200.000
Name M16 - 10.9 - HVSelected bolt M16 - DIN 6914Selected washer M16 - DIN 6916Selected nut M16 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedLength[mm] 200.000
Name M20 - 10.9 - HVSelected bolt M20 - DIN 6914Selected washer M20 - DIN 6916Selected nut M20 - DIN 6915Washer at the nut Washer at the head
Project --Part --Description -Author -
Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedLength[mm] 200.000
Name M22 - 10.9 - HVSelected bolt M22 - DIN 6914Selected washer M22 - DIN 6916Selected nut M22 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedLength[mm] 200.000
Name M24 - 10.9 - HVSelected bolt M24 - DIN 6914Selected washer M24 - DIN 6916Selected nut M24 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedLength[mm] 200.000
Name M27 - 10.9 - HVSelected bolt M27 - DIN 6914Selected washer M27 - DIN 6916Selected nut M27 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedLength[mm] 200.000
Name M30 - 10.9 - HVSelected bolt M30 - DIN 6914Selected washer M30 - DIN 6916Selected nut M30 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type Prestressed
Project --Part --Description -Author -
Length[mm] 200.000
Name M36 - 10.9 - HVSelected bolt M36 - DIN 6914Selected washer M36 - DIN 6916Selected nut M36 - DIN 6915Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedLength[mm] 200.000
Name M12 - 8.8Selected bolt M12 - ISO 4017Selected washer M12 - ISO 7089Selected nut M12 - ISO 4034Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type NormalDelta [mm] 7
Name M16 - 8.8Selected bolt M16 - ISO 4017Selected washer M16 - ISO 7089Selected nut M16 - ISO 4034Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type NormalDelta [mm] 7
Name M20 - 8.8Selected bolt M20 - ISO 4017Selected washer M20 - ISO 7089Selected nut M20 - ISO 4034Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type NormalDelta [mm] 7
Name M24 - 8.8Selected bolt M24 - ISO 4017Selected washer M24 - ISO 7089
Project --Part --Description -Author -
Selected nut M24 - ISO 4034Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type NormalDelta [mm] 7
Name M30 - 8.8Selected bolt M30 - ISO 4017Selected washer M30 - ISO 7089Selected nut M30 - ISO 4034Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type NormalDelta [mm] 10
Name M36 - 8.8Selected bolt M36 - ISO 4017Selected washer M36 - ISO 7089Selected nut M36 - ISO 4034Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type NormalDelta [mm] 10
Name M39 - 8.8Selected bolt M39 - ISO 4017Selected washer M36 - ISO 7089Selected nut M39 - ISO 4034Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type NormalDelta [mm] 10
Name M42 - 8.8Selected bolt M42 - ISO 4017Selected washer M36 - ISO 7089Selected nut M42 - ISO 4034Washer at the nut Washer at the head Nut grade 8
Project --Part --Description -Author -
Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type NormalDelta [mm] 10
Name M45 - 8.8Selected bolt M45 - ISO 4017Selected washer M36 - ISO 7089Selected nut M45 - ISO 4034Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type NormalDelta [mm] 10
Name M48 - 8.8Selected bolt M48 - ISO 4017Selected washer M36 - ISO 7089Selected nut M48 - ISO 4034Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type NormalDelta [mm] 10
Name M52 - 8.8Selected bolt M52 - ISO 4017Selected washer M36 - ISO 7089Selected nut M52 - ISO 4034Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type NormalDelta [mm] 10
Name M12 - 4.6 - ISO4016Selected bolt M12 - ISO 4016Selected washer M12 - ISO 7091Selected nut M12 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 7
Project --Part --Description -Author -
Name M16 - 4.6 - ISO4016Selected bolt M16 - ISO 4016Selected washer M16 - ISO 7091Selected nut M16 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 7
Name M20 - 4.6 - ISO4016Selected bolt M20 - ISO 4016Selected washer M20 - ISO 7091Selected nut M20 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 7
Name M24 - 4.6 - ISO4016Selected bolt M24 - ISO 4016Selected washer M24 - ISO 7091Selected nut M24 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 7
Name M30 - 4.6 - ISO4016Selected bolt M30 - ISO 4016Selected washer M30 - ISO 7091Selected nut M30 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 10
Name M36 - 4.6 - ISO4016Selected bolt M36 - ISO 4016Selected washer M36 - ISO 7091Selected nut M36 - ISO 4034
Project --Part --Description -Author -
Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 10
Name M39 - 4.6 - ISO4016Selected bolt M39 - ISO 4016Selected washer M36 - ISO 7091Selected nut M39 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 10
Name M42 - 4.6 - ISO4016Selected bolt M42 - ISO 4016Selected washer M36 - ISO 7091Selected nut M42 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 10
Name M45 - 4.6 - ISO4016Selected bolt M45 - ISO 4016Selected washer M36 - ISO 7091Selected nut M45 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 10
Name M48 - 4.6 - ISO4016Selected bolt M48 - ISO 4016Selected washer M36 - ISO 7091Selected nut M48 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6
Project --Part --Description -Author -
Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 10
Name M52 - 4.6 - ISO4016Selected bolt M52 - ISO 4016Selected washer M36 - ISO 7091Selected nut M52 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 4.6Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 10
Name M12 - 5.6Selected bolt M12 - ISO 4014Selected washer M12 - ISO 7089Selected nut M12 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalDelta [mm] 7
Name M16 - 5.6Selected bolt M16 - ISO 4014Selected washer M16 - ISO 7089Selected nut M16 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalDelta [mm] 7
Name M20 - 5.6Selected bolt M20 - ISO 4014Selected washer M20 - ISO 7089Selected nut M20 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalDelta [mm] 7
Name M24 - 5.6
Project --Part --Description -Author -
Selected bolt M24 - ISO 4014Selected washer M24 - ISO 7089Selected nut M24 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalDelta [mm] 7
Name M30 - 5.6Selected bolt M30 - ISO 4014Selected washer M30 - ISO 7089Selected nut M30 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalDelta [mm] 10
Name M36 - 5.6Selected bolt M36 - ISO 4014Selected washer M36 - ISO 7089Selected nut M36 - ISO 4034Washer at the nut Washer at the head Nut grade 8Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalDelta [mm] 10
Name M39 - 5.6Selected bolt M39 - ISO 4014Selected washer M36 - ISO 7089Selected nut M39 - ISO 4034Washer at the nut Washer at the head Nut grade 8Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalDelta [mm] 10
Name M42 - 5.6Selected bolt M42 - ISO 4014Selected washer M36 - ISO 7089Selected nut M42 - ISO 4034Washer at the nut
Project --Part --Description -Author -
Washer at the head Nut grade 8Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalDelta [mm] 10
Name M45 - 5.6Selected bolt M45 - ISO 4014Selected washer M36 - ISO 7089Selected nut M45 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalDelta [mm] 10
Name M48 - 5.6Selected bolt M48 - ISO 4014Selected washer M36 - ISO 7089Selected nut M48 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalDelta [mm] 10
Name M52 - 5.6Selected bolt M52 - ISO 4014Selected washer M36 - ISO 7089Selected nut M52 - ISO 4034Washer at the nut Washer at the head Nut grade 8Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalDelta [mm] 10
Name M16x2 A325MSelected bolt M16x2 ASTM A325M/A490MSelected washer M16 x 2Selected nut M16 x 2Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0
Project --Part --Description -Author -
Type NormalDelta [mm] 7
Name M20x2.5 A325MSelected bolt M20x2.5 ASTM A325M/A490MSelected washer M20 x 2.5Selected nut M20 x 2.5Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 7
Name M22x2.5 A325MSelected bolt M22x2.5 ASTM A325M/A490MSelected washer M22 x 2.5Selected nut M22 x 2.5Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 7
Name M24x3 A325MSelected bolt M24x3 ASTM A325M/A490MSelected washer M24 x 3Selected nut M24 x 3Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 7
Name M27x3 A325MSelected bolt M27x3 ASTM A325M/A490MSelected washer M27 x 3Selected nut M27 x 3Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 10
Name M30x3.5 A325MSelected bolt M30x3.5 ASTM A325M/A490M
Project --Part --Description -Author -
Selected washer M30 x 3.5Selected nut M30 x 3.5Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 10
Name M36x4 A325MSelected bolt M36x4 ASTM A325M/A490MSelected washer M36 x 4Selected nut M36 x 4Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 10
Name M16x2 A490MSelected bolt M16x2 ASTM A325M/A490MSelected washer M16 x 2Selected nut M16 x 2Washer at the nut Washer at the head Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 7
Name M20x2.5 A490MSelected bolt M20x2.5 ASTM A325M/A490MSelected washer M20 x 2.5Selected nut M20 x 2.5Washer at the nut Washer at the head Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 7
Name M22x2.5 A490MSelected bolt M22x2.5 ASTM A325M/A490MSelected washer M22 x 2.5Selected nut M22 x 2.5Washer at the nut Washer at the head
Project --Part --Description -Author -
Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 7
Name M24x3 A490MSelected bolt M24x3 ASTM A325M/A490MSelected washer M24 x 3Selected nut M24 x 3Washer at the nut Washer at the head Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 7
Name M27x3 A490MSelected bolt M27x3 ASTM A325M/A490MSelected washer M27 x 3Selected nut M27 x 3Washer at the nut Washer at the head Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 10
Name M30x3.5 A490MSelected bolt M30x3.5 ASTM A325M/A490MSelected washer M30 x 3.5Selected nut M30 x 3.5Washer at the nut Washer at the head Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 10
Name M36x4 A490MSelected bolt M36x4 ASTM A325M/A490MSelected washer M36 x 4Selected nut M36 x 4Washer at the nut Washer at the head Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type Normal
Project --Part --Description -Author -
Delta [mm] 10
Name 1/2" A307Selected bolt 1/2" (ASTM A307)Selected washer 1/2" F436Selected nut 1/2" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A307Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 7
Name 5/8" A307Selected bolt 5/8" (ASTM A307)Selected washer 5/8" F436Selected nut 5/8" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A307Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 7
Name 3/4" A307Selected bolt 3/4" (ASTM A307)Selected washer 3/4" F436Selected nut 3/4" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A307Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 7
Name 7/8" A307Selected bolt 7/8" (ASTM A307)Selected washer 7/8" F436Selected nut 7/8" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A307Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 7
Name 1" A307Selected bolt 1" (ASTM A307)Selected washer 1" F436
Project --Part --Description -Author -
Selected nut 1" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A307Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 7
Name 1_1/8" A307Selected bolt 1_1/8" (ASTM A307)Selected washer 1_1/8" F436Selected nut 1_1/8" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A307Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 10
Name 1_1/4" A307Selected bolt 1_1/4" (ASTM A307)Selected washer 1_1/4" F436Selected nut 1_1/4" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A307Ultimate tensile strength [MPa] 400,0Type NormalDelta [mm] 10
Name 1/2" A490Selected bolt 1/2" ASTM A325/A490Selected washer 1/2" F436Selected nut 1/2" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 7
Name 5/8" A490Selected bolt 5/8" ASTM A325/A490Selected washer 5/8" F436Selected nut 5/8" A563Washer at the nut Washer at the head Nut grade A563
Project --Part --Description -Author -
Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 7
Name 3/4" A490Selected bolt 3/4" ASTM A325/A490Selected washer 3/4" F436Selected nut 3/4" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 7
Name 7/8" A490Selected bolt 7/8" ASTM A325/A490Selected washer 7/8" F436Selected nut 7/8" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 7
Name 1" A490Selected bolt 1" ASTM A325/A490Selected washer 1" F436Selected nut 1" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 7
Name 1_1/8" A490Selected bolt 1_1/8 " ASTM A325/A490Selected washer 1_1/8" F436Selected nut 1_1/8" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 10
Project --Part --Description -Author -
Name 1_1/4" A490Selected bolt 1_1/4" ASTM A325/A490Selected washer 1_1/4" F436Selected nut 1_1/4" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 10
Name 1_3/8" A490Selected bolt 1_3/8" ASTM A325/A490Selected washer 1_1/4" F436Selected nut 1_3/8" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 10
Name 1_1/2" A490Selected bolt 1_1/2" ASTM A325/A490Selected washer 1_1/4" F436Selected nut 1_1/4" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A490Ultimate tensile strength [MPa] 1035,0Type NormalDelta [mm] 10
Name 1/2" A325Selected bolt 1/2" ASTM A325/A490Selected washer 1/2" F436Selected nut 1/2" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 7
Name 5/8" A325Selected bolt 5/8" ASTM A325/A490Selected washer 5/8" F436Selected nut 5/8" A563
Project --Part --Description -Author -
Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 7
Name 3/4" A325Selected bolt 3/4" ASTM A325/A490Selected washer 3/4" F436Selected nut 3/4" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 7
Name 7/8" A325Selected bolt 7/8" ASTM A325/A490Selected washer 7/8" F436Selected nut 7/8" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 7
Name 1" A325Selected bolt 1" ASTM A325/A490Selected washer 1" F436Selected nut 1" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 7
Name 1_1/8" A325Selected bolt 1_1/8 " ASTM A325/A490Selected washer 1_1/8" F436Selected nut 1_1/8" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A325
Project --Part --Description -Author -
Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 10
Name 1_1/4" A325Selected bolt 1_1/4" ASTM A325/A490Selected washer 1_1/4" F436Selected nut 1_1/4" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 10
Name 1_3/8" A325Selected bolt 1_3/8" ASTM A325/A490Selected washer 1_1/4" F436Selected nut 1_1/4" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 10
Name 1_1/2" A325Selected bolt 1_1/2" ASTM A325/A490Selected washer 1_1/4" F436Selected nut 1_1/4" A563Washer at the nut Washer at the head Nut grade A563Bolt grade A325Ultimate tensile strength [MPa] 825,0Type NormalDelta [mm] 10
Name M12 - 5.6 - DIN7968Selected bolt M12 - DIN 7968Selected washer M12 - DIN 7989Selected nut M12 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalLength[mm] 200.000
Name M16 - 5.6 - DIN7968
Project --Part --Description -Author -
Selected bolt M16 - DIN 7968Selected washer M16 - DIN 7989Selected nut M16 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalLength[mm] 200.000
Name M20 - 5.6 - DIN7968Selected bolt M20 - DIN 7968Selected washer M20 - DIN 7989Selected nut M20 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalLength[mm] 200.000
Name M22 - 5.6 - DIN7968Selected bolt M22 - DIN 7968Selected washer M22 - DIN 7989Selected nut M22 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalLength[mm] 200.000
Name M24 - 5.6 - DIN7968Selected bolt M24 - DIN 7968Selected washer M24 - DIN 7989Selected nut M24 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalLength[mm] 140.000
Name M27 - 5.6 - DIN7968Selected bolt M27 - DIN 7968Selected washer M27 - DIN 7989Selected nut M27 - ISO 4034Washer at the nut
Project --Part --Description -Author -
Washer at the head Nut grade 5Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalLength[mm] 200.000
Name M30 - 5.6 - DIN7968Selected bolt M30 - DIN 7968Selected washer M30 - DIN 7989Selected nut M30 - ISO 4034Washer at the nut Washer at the head Nut grade 5Bolt grade 5.6Ultimate tensile strength [MPa] 500,0Type NormalLength[mm] 200.000
Name M12 - HR 8.8 NFSelected bolt M12 - HR 8.8Selected washer M12 - DIN 6916Selected nut M12 - HR8Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type PrestressedDelta [mm] 8
Name M14 - HR 8.8 NFSelected bolt M14 - HR 8.8Selected washer M14 - HRSelected nut M14 - HR8Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type PrestressedDelta [mm] 8
Name M16 - HR 8.8 NFSelected bolt M16 - HR 8.8Selected washer M16 - HRSelected nut M16 - HR8Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0
Project --Part --Description -Author -
Type PrestressedDelta [mm] 8
Name M18 - HR 8.8 NFSelected bolt M18 - HR 8.8Selected washer M18 - HRSelected nut M18 - HR8Washer at the nut Washer at the head Nut grade 10Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type PrestressedDelta [mm] 8
Name M20 - HR 8.8 NFSelected bolt M20 - HR 8.8Selected washer M20 - HRSelected nut M20 - HR8Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type PrestressedDelta [mm] 8
Name M22 - HR 8.8 NFSelected bolt M22 - HR 8.8Selected washer M22 - HRSelected nut M22 - HR8Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type PrestressedDelta [mm] 8
Name M24 - HR 8.8 NFSelected bolt M24 - HR 8.8Selected washer M24 - HRSelected nut M24 - HR8Washer at the nut Washer at the head Nut grade 8Bolt grade 8.8Ultimate tensile strength [MPa] 800,0Type PrestressedDelta [mm] 8
Name M12 - HR 10.9 NFSelected bolt M12 - HR 10.9
Project --Part --Description -Author -
Selected washer M12 - DIN 6916Selected nut M12 - HR10Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedDelta [mm] 8
Name M14 - HR 10.9 NFSelected bolt M14 - HR 10.9Selected washer M14 - HRSelected nut M14 - HR10Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedDelta [mm] 8
Name M16 - HR 10.9 NFSelected bolt M16 - HR 10.9Selected washer M16 - HRSelected nut M16 - HR10Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedDelta [mm] 8
Name M18 - HR 10.9 NFSelected bolt M18 - HR 10.9Selected washer M18 - HRSelected nut M18 - HR8Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedDelta [mm] 8
Name M20 - HR 10.9 NFSelected bolt M20 - HR 10.9Selected washer M20 - HRSelected nut M20 - HR10Washer at the nut Washer at the head
Project --Part --Description -Author -
Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedDelta [mm] 8
Name M22 - HR 10.9 NFSelected bolt M22 - HR 10.9Selected washer M22 - HRSelected nut M22 - HR10Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedDelta [mm] 8
Name M24 - HR 10.9 NFSelected bolt M24 - HR 10.9Selected washer M24 - HRSelected nut M24 - HR10Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedDelta [mm] 8
Name M24 - HR 10.9 NF1Selected bolt M24 - HR 10.9Selected washer M24 - HRSelected nut M24 - HR10Washer at the nut Washer at the head Nut grade 10Bolt grade 10.9Ultimate tensile strength [MPa] 1000,0Type PrestressedDelta [mm] 8
20. Check of steelEC3 : EN 1993 Code Check
Member B1 HEA200 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-3.09 -0.08 -0.23 -0.00 0.20 0.10
Project --Part --Description -Author -
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 61.44 47.71
Reduced slenderness 0.65 0.51
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.81 0.84
Length 3.70 3.70 m
Buckling factor 1.38 0.64
Buckling length 5.09 2.38 m
Critical Euler load 2954.13 4899.55 kN
LTB
LTB length 3.70 m
k 1.00
kw 1.00
C1 2.37
C2 0.00
C3 0.85
load in center of gravity
SECTION CHECK
Compressioncheck 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+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B2 HEA200 S 235 LC1 0.02
Project --Part --Description -Author -
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-4.30 0.01 -0.45 0.00 0.46 -0.01
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 61.68 43.75
Reduced slenderness 0.66 0.47
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.81 0.86
Length 3.70 3.70 m
Buckling factor 1.38 0.59
Buckling length 5.11 2.18 m
Critical Euler load 2931.37 5824.59 kN
LTB
LTB length 3.70 m
k 1.00
kw 1.00
C1 2.49
C2 0.00
C3 0.85
load in center of gravity
SECTION CHECK
Compressioncheck 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+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Project --Part --Description -Author -
Member B3 HEA200 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-3.78 0.00 -0.35 -0.00 0.34 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 61.37 44.11
Reduced slenderness 0.65 0.47
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.81 0.86
Length 3.70 3.70 m
Buckling factor 1.37 0.60
Buckling length 5.08 2.20 m
Critical Euler load 2960.92 5729.90 kN
LTB
LTB length 3.70 m
k 1.00
kw 1.00
C1 2.45
C2 0.00
C3 0.85
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.00 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Project --Part --Description -Author -
Member B4 HEA200 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-4.26 -0.01 -0.45 -0.00 0.46 0.01
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 61.75 43.80
Reduced slenderness 0.66 0.47
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.81 0.86
Length 3.70 3.70 m
Buckling factor 1.38 0.59
Buckling length 5.11 2.19 m
Critical Euler load 2924.41 5812.22 kN
LTB
LTB length 3.70 m
k 1.00
kw 1.00
C1 2.49
C2 0.00
C3 0.85
load in center of gravity
SECTION CHECK
Compressioncheck 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+ Moment 0.02 < 1
Project --Part --Description -Author -
STABILITY CHECK
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B5 HEA200 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-3.12 0.08 -0.23 0.00 0.20 -0.10
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 61.43 47.64
Reduced slenderness 0.65 0.51
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.81 0.84
Length 3.70 3.70 m
Buckling factor 1.37 0.64
Buckling length 5.09 2.38 m
Critical Euler load 2955.35 4914.06 kN
LTB
LTB length 3.70 m
k 1.00
kw 1.00
C1 2.36
C2 0.00
C3 0.85
load in center of gravity
SECTION CHECK
Compressioncheck 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
Project --Part --Description -Author -
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.00 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B6 HEA200 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-3.56 -0.08 0.23 -0.00 -0.40 0.13
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 77.30 61.65
Reduced slenderness 0.82 0.66
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.71 0.75
Length 4.90 4.90 m
Buckling factor 1.31 0.63
Buckling length 6.40 3.08 m
Critical Euler load 1866.26 2933.38 kN
LTB
LTB length 4.90 m
k 1.00
kw 1.00
C1 2.70
C2 0.00
C3 0.68
load in center of gravity
SECTION CHECK
Compressioncheck 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
Project --Part --Description -Author -
SECTION CHECK
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.00 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B7 HEA200 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-4.57 0.01 0.37 -0.00 -0.64 -0.01
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 78.38 56.42
Reduced slenderness 0.83 0.60
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.70 0.78
Length 4.90 4.90 m
Buckling factor 1.32 0.57
Buckling length 6.49 2.82 m
Critical Euler load 1815.25 3502.49 kN
LTB
LTB length 4.90 m
k 1.00
kw 1.00
C1 2.70
C2 0.00
C3 0.68
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Project --Part --Description -Author -
SECTION CHECK
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.01 < 1
LTB 0.01 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B8 HEA200 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-4.23 -0.00 0.31 -0.00 -0.54 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 77.25 57.01
Reduced slenderness 0.82 0.61
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.71 0.78
Length 4.90 4.90 m
Buckling factor 1.31 0.58
Buckling length 6.40 2.85 m
Critical Euler load 1868.44 3430.90 kN
LTB
LTB length 4.90 m
k 1.00
kw 1.00
C1 2.70
C2 0.00
C3 0.68
Project --Part --Description -Author -
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B9 HEA200 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-4.61 -0.01 0.37 0.00 -0.64 0.01
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 77.95 56.47
Reduced slenderness 0.83 0.60
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.71 0.78
Length 4.90 4.90 m
Buckling factor 1.32 0.58
Buckling length 6.46 2.82 m
Critical Euler load 1835.18 3497.31 kN
LTB
LTB length 4.90 m
k 1.00
kw 1.00
C1 2.70
C2 0.00
Project --Part --Description -Author -
LTB
C3 0.68
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.01 < 1
LTB 0.01 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B10 HEA200 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-3.52 0.08 0.23 0.00 -0.40 -0.13
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 77.78 61.59
Reduced slenderness 0.83 0.66
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.71 0.75
Length 4.90 4.90 m
Buckling factor 1.31 0.63
Buckling length 6.44 3.07 m
Critical Euler load 1843.15 2939.90 kN
LTB
LTB length 4.90 m
Project --Part --Description -Author -
LTB
k 1.00
kw 1.00
C1 2.70
C2 0.00
C3 0.68
load in center of gravity
SECTION CHECK
Compressioncheck 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+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B11 IPE220 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.34 0.00 1.03 -0.00 -0.65 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 72.42 45.46
Reduced slenderness 0.77 0.48
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.81 0.89
Length 5.09 1.45 m
Buckling factor 1.30 0.78
Buckling length 6.60 1.13 m
Project --Part --Description -Author -
Buckling parameters yy zz
Critical Euler load 1320.09 3349.04 kN
LTB
LTB length 1.45 m
k 1.00
kw 1.00
C1 2.53
C2 0.04
C3 0.68
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B12 IPE220 S 235 LC1 0.04
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.64 -0.01 1.76 0.00 -1.21 0.01
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 72.47 47.08
Reduced slenderness 0.77 0.50
Buckling curve a b
Imperfection 0.21 0.34
Project --Part --Description -Author -
Buckling parameters yy zz
Reduction factor 0.81 0.88
Length 5.09 1.45 m
Buckling factor 1.30 0.80
Buckling length 6.60 1.17 m
Critical Euler load 1318.28 3123.02 kN
LTB
LTB length 1.45 m
k 1.00
kw 1.00
C1 2.60
C2 0.02
C3 0.68
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.01 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.02 < 1
Compression+ Moment 0.04 < 1
Compression+ Moment 0.02 < 1
EC3 : EN 1993 Code Check
Member B13 IPE220 S 235 LC1 0.03
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.53 0.00 1.44 0.00 -0.96 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Project --Part --Description -Author -
Buckling parameters yy zz
Slenderness 72.47 45.01
Reduced slenderness 0.77 0.48
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.81 0.89
Length 5.09 1.45 m
Buckling factor 1.30 0.77
Buckling length 6.60 1.11 m
Critical Euler load 1318.08 3417.33 kN
LTB
LTB length 1.45 m
k 1.00
kw 1.00
C1 2.58
C2 0.03
C3 0.68
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vz) 0.01 < 1
Bending moment check (My) 0.01 < 1
M 0.01 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.03 < 1
Compression+ Moment 0.02 < 1
EC3 : EN 1993 Code Check
Member B14 IPE220 S 235 LC1 0.04
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.64 0.01 1.76 -0.00 -1.21 -0.01
The critical check is on position 0.00 m
Project --Part --Description -Author -
Buckling parameters yy zz
type sway non-sway
Slenderness 72.52 43.46
Reduced slenderness 0.77 0.46
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.81 0.90
Length 5.09 1.45 m
Buckling factor 1.30 0.74
Buckling length 6.61 1.08 m
Critical Euler load 1316.36 3665.14 kN
LTB
LTB length 1.45 m
k 1.00
kw 1.00
C1 2.60
C2 0.02
C3 0.68
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.01 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.02 < 1
Compression+ Moment 0.04 < 1
Compression+ Moment 0.02 < 1
EC3 : EN 1993 Code Check
Member B15 IPE220 S 235 LC1 0.02
Project --Part --Description -Author -
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.34 -0.00 1.03 0.00 -0.65 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 72.32 44.13
Reduced slenderness 0.77 0.47
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.81 0.90
Length 5.09 1.45 m
Buckling factor 1.30 0.75
Buckling length 6.59 1.09 m
Critical Euler load 1323.49 3555.09 kN
LTB
LTB length 1.45 m
k 1.00
kw 1.00
C1 2.53
C2 0.04
C3 0.68
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Project --Part --Description -Author -
Member B16 HEA180 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-4.56 0.00 0.04 0.00 -0.09 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 60.94 69.37
Reduced slenderness 0.65 0.74
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.81 0.70
Length 4.30 4.30 m
Buckling factor 1.05 0.73
Buckling length 4.54 3.13 m
Critical Euler load 2528.21 1950.98 kN
LTB
LTB length 4.30 m
k 1.00
kw 1.00
C1 2.70
C2 0.00
C3 0.68
load in center of gravity
SECTION CHECK
Compressioncheck 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 0.01 < 1
LTB 0.00 < 1
Compression+ Moment 0.01 < 1
Project --Part --Description -Author -
STABILITY CHECK
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B17 HEA180 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-6.91 -0.00 0.04 0.00 -0.09 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 60.91 69.36
Reduced slenderness 0.65 0.74
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.81 0.70
Length 4.30 4.30 m
Buckling factor 1.05 0.73
Buckling length 4.53 3.13 m
Critical Euler load 2530.30 1951.75 kN
LTB
LTB length 4.30 m
k 1.00
kw 1.00
C1 2.70
C2 0.00
C3 0.68
load in center of gravity
SECTION CHECK
Compressioncheck 0.01 < 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
Project --Part --Description -Author -
STABILITY CHECK
Buckling 0.01 < 1
LTB 0.00 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B18 HEA180 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-5.68 -0.00 0.04 -0.00 -0.09 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 60.98 69.35
Reduced slenderness 0.65 0.74
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.81 0.70
Length 4.30 4.30 m
Buckling factor 1.06 0.73
Buckling length 4.54 3.13 m
Critical Euler load 2524.92 1952.20 kN
LTB
LTB length 4.30 m
k 1.00
kw 1.00
C1 2.70
C2 0.00
C3 0.68
load in center of gravity
SECTION CHECK
Compressioncheck 0.01 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.00 < 1
M 0.00 < 1
Project --Part --Description -Author -
STABILITY CHECK
Buckling 0.01 < 1
LTB 0.00 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B19 HEA180 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-6.91 0.00 0.04 -0.00 -0.09 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 60.96 69.36
Reduced slenderness 0.65 0.74
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.81 0.70
Length 4.30 4.30 m
Buckling factor 1.06 0.73
Buckling length 4.54 3.13 m
Critical Euler load 2526.66 1951.75 kN
LTB
LTB length 4.30 m
k 1.00
kw 1.00
C1 2.70
C2 0.00
C3 0.68
load in center of gravity
SECTION CHECK
Compressioncheck 0.01 < 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
Project --Part --Description -Author -
SECTION CHECK
M 0.00 < 1
STABILITY CHECK
Buckling 0.01 < 1
LTB 0.00 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B20 HEA180 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-4.56 -0.00 0.04 -0.00 -0.09 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 60.94 69.37
Reduced slenderness 0.65 0.74
Buckling curve b c
Imperfection 0.34 0.49
Reduction factor 0.81 0.70
Length 4.30 4.30 m
Buckling factor 1.05 0.73
Buckling length 4.54 3.13 m
Critical Euler load 2528.14 1950.98 kN
LTB
LTB length 4.30 m
k 1.00
kw 1.00
C1 2.70
C2 0.00
C3 0.68
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Project --Part --Description -Author -
SECTION CHECK
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 0.01 < 1
LTB 0.00 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B21 IPE140 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.08 0.00 -0.33 0.00 -0.29 -0.00
The critical check is on position 5.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 117.32 188.47
Reduced slenderness 1.25 2.01
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.50 0.21
Length 5.00 5.00 m
Buckling factor 1.35 0.62
Buckling length 6.74 3.12 m
Critical Euler load 246.95 95.69 kN
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.34
C2 1.31
C3 1.73
Project --Part --Description -Author -
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B22 IPE140 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.05 -0.00 0.32 -0.00 -0.27 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 118.23 217.57
Reduced slenderness 1.26 2.32
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.49 0.16
Length 5.00 5.00 m
Buckling factor 1.36 0.72
Buckling length 6.79 3.60 m
Critical Euler load 243.15 71.81 kN
Warning: slenderness 217.57 is larger then 200.00 !
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.30
Project --Part --Description -Author -
LTB
C2 1.52
C3 0.75
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B23 IPE140 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.05 0.00 -0.32 0.00 -0.27 0.00
The critical check is on position 5.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 118.22 185.11
Reduced slenderness 1.26 1.97
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.49 0.21
Length 5.00 5.00 m
Buckling factor 1.36 0.61
Buckling length 6.79 3.06 m
Critical Euler load 243.20 99.20 kN
Project --Part --Description -Author -
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.30
C2 1.52
C3 0.75
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B24 IPE140 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.08 -0.00 0.33 -0.00 -0.29 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 117.34 197.65
Reduced slenderness 1.25 2.10
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.50 0.19
Length 5.00 5.00 m
Buckling factor 1.35 0.65
Project --Part --Description -Author -
Buckling parameters yy zz
Buckling length 6.74 3.27 m
Critical Euler load 246.89 87.01 kN
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.34
C2 1.31
C3 1.73
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B25 IPE140 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.04 -0.00 0.36 -0.00 -0.25 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 117.20 101.48
Reduced slenderness 1.25 1.08
Buckling curve a b
Imperfection 0.21 0.34
Project --Part --Description -Author -
Buckling parameters yy zz
Reduction factor 0.50 0.55
Length 5.00 2.50 m
Buckling factor 1.35 0.67
Buckling length 6.73 1.68 m
Critical Euler load 247.45 330.09 kN
LTB
LTB length 2.50 m
k 1.00
kw 1.00
C1 2.20
C2 0.13
C3 0.85
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B26 IPE140 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.07 -0.00 0.38 0.00 -0.36 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Project --Part --Description -Author -
Buckling parameters yy zz
Slenderness 118.15 115.70
Reduced slenderness 1.26 1.23
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.49 0.46
Length 5.00 2.50 m
Buckling factor 1.36 0.77
Buckling length 6.79 1.91 m
Critical Euler load 243.48 253.92 kN
LTB
LTB length 2.50 m
k 1.00
kw 1.00
C1 2.31
C2 0.10
C3 0.85
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B27 IPE140 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.07 0.00 -0.38 -0.00 -0.36 0.00
Project --Part --Description -Author -
The critical check is on position 5.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 118.16 108.00
Reduced slenderness 1.26 1.15
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.49 0.51
Length 5.00 2.50 m
Buckling factor 1.36 0.71
Buckling length 6.79 1.79 m
Critical Euler load 243.47 291.40 kN
LTB
LTB length 2.50 m
k 1.00
kw 1.00
C1 2.31
C2 0.10
C3 0.85
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B28 IPE140 S 235 LC1 0.02
Project --Part --Description -Author -
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.04 0.00 -0.36 0.00 -0.25 0.00
The critical check is on position 5.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 117.22 114.01
Reduced slenderness 1.25 1.21
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.50 0.47
Length 5.00 2.50 m
Buckling factor 1.35 0.75
Buckling length 6.73 1.89 m
Critical Euler load 247.39 261.48 kN
LTB
LTB length 2.50 m
k 1.00
kw 1.00
C1 2.20
C2 0.13
C3 0.85
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Project --Part --Description -Author -
Member B29 RO82.5X5 S 235 LC1 0.06
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.59 -0.00 -0.09 -0.00 -0.00 -0.01
The critical check is on position 6.22 m
Buckling parameters yy zz
type sway non-sway
Slenderness 442.05 136.13
Reduced slenderness 4.71 1.45
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.04 0.39
Length 3.11 6.22 m
Buckling factor 3.90 0.60
Buckling length 12.13 3.73 m
Critical Euler load 12.94 136.44 kN
Warning: slenderness 442.05 is larger then 200.00 !
LTB
LTB length 6.22 m
k 1.00
kw 1.00
C1 1.35
C2 0.55
C3 1.73
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.05 < 1
Compression+ Moment 0.06 < 1
Compression+ Moment 0.01 < 1
Project --Part --Description -Author -
EC3 : EN 1993 Code Check
Member B32 RO82.5X5 S 235 LC1 0.05
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.60 -0.00 -0.09 -0.00 -0.00 -0.00
The critical check is on position 6.22 m
Buckling parameters yy zz
type sway non-sway
Slenderness 396.27 135.23
Reduced slenderness 4.22 1.44
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.05 0.40
Length 3.11 6.22 m
Buckling factor 3.50 0.60
Buckling length 10.87 3.71 m
Critical Euler load 16.10 138.26 kN
Warning: slenderness 396.27 is larger then 200.00 !
LTB
LTB length 6.22 m
k 1.00
kw 1.00
C1 1.35
C2 0.55
C3 1.73
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.04 < 1
Compression+ Moment 0.05 < 1
Project --Part --Description -Author -
STABILITY CHECK
Compression+ Moment 0.02 < 1
EC3 : EN 1993 Code Check
Member B34 RO82.5X5 S 235 LC1 0.04
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.66 -0.00 -0.09 0.00 -0.00 -0.01
The critical check is on position 7.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 278.20 139.49
Reduced slenderness 2.96 1.49
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.11 0.38
Length 3.50 7.00 m
Buckling factor 2.18 0.55
Buckling length 7.63 3.83 m
Critical Euler load 32.67 129.96 kN
Warning: slenderness 278.20 is larger then 200.00 !
LTB
LTB length 7.00 m
k 1.00
kw 1.00
C1 1.35
C2 0.55
C3 1.73
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
Project --Part --Description -Author -
STABILITY CHECK
Buckling 0.02 < 1
Compression+ Moment 0.04 < 1
Compression+ Moment 0.02 < 1
EC3 : EN 1993 Code Check
Member B36 RO82.5X5 S 235 LC1 0.04
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.73 -0.00 -0.09 0.00 -0.00 -0.01
The critical check is on position 7.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 278.91 140.37
Reduced slenderness 2.97 1.49
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.11 0.37
Length 3.50 7.00 m
Buckling factor 2.19 0.55
Buckling length 7.65 3.85 m
Critical Euler load 32.51 128.33 kN
Warning: slenderness 278.91 is larger then 200.00 !
LTB
LTB length 7.00 m
k 1.00
kw 1.00
C1 1.35
C2 0.55
C3 1.73
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
Project --Part --Description -Author -
STABILITY CHECK
Buckling 0.02 < 1
Compression+ Moment 0.04 < 1
Compression+ Moment 0.02 < 1
EC3 : EN 1993 Code Check
Member B37 IPE160 S 235 LC1 0.03
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.01 0.00 -0.63 0.00 -0.56 0.01
The critical check is on position 5.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 1973.75 90.41
Reduced slenderness 21.02 0.96
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.00 0.62
Length 20.00 2.50 m
Buckling factor 6.49 0.67
Buckling length 129.80 1.67 m
Critical Euler load 1.07 509.69 kN
Warning: slenderness 1973.75 is larger then 200.00 !
LTB
LTB length 2.50 m
k 1.00
kw 1.00
C1 2.38
C2 0.08
C3 0.85
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.02 < 1
Project --Part --Description -Author -
SECTION CHECK
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.01 < 1
LTB 0.02 < 1
Compression+ Moment 0.03 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B38 IPE160 S 235 LC1 0.06
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.04 0.00 -0.41 -0.00 -0.35 0.00
The critical check is on position 5.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 1973.75 91.45
Reduced slenderness 21.02 0.97
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.00 0.61
Length 20.00 2.50 m
Buckling factor 6.49 0.67
Buckling length 129.80 1.69 m
Critical Euler load 1.07 498.11 kN
Warning: slenderness 1973.75 is larger then 200.00 !
LTB
LTB length 2.50 m
k 1.00
kw 1.00
C1 2.24
C2 0.12
C3 0.85
load in center of gravity
Project --Part --Description -Author -
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.04 < 1
LTB 0.01 < 1
Compression+ Moment 0.06 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B39 IPE160 S 235 LC1 0.06
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.04 -0.00 0.41 0.00 -0.35 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 1973.75 94.86
Reduced slenderness 21.02 1.01
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.00 0.59
Length 20.00 2.50 m
Buckling factor 6.49 0.70
Buckling length 129.80 1.75 m
Critical Euler load 1.07 462.95 kN
Warning: slenderness 1973.75 is larger then 200.00 !
LTB
LTB length 2.50 m
k 1.00
kw 1.00
C1 2.24
Project --Part --Description -Author -
LTB
C2 0.12
C3 0.85
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.04 < 1
LTB 0.01 < 1
Compression+ Moment 0.06 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B40 IPE160 S 235 LC1 0.03
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.01 -0.00 0.63 -0.00 -0.56 0.01
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 1973.75 108.10
Reduced slenderness 21.02 1.15
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.00 0.51
Length 20.00 2.50 m
Buckling factor 6.49 0.80
Buckling length 129.80 1.99 m
Critical Euler load 1.07 356.48 kN
Warning: slenderness 1973.75 is larger then 200.00 !
Project --Part --Description -Author -
LTB
LTB length 2.50 m
k 1.00
kw 1.00
C1 2.38
C2 0.08
C3 0.85
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.01 < 1
LTB 0.02 < 1
Compression+ Moment 0.03 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B41 IPE160 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.02 0.00 -0.46 -0.00 -0.37 0.00
The critical check is on position 5.00 m
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.53
C2 0.84
C3 2.64
load in center of gravity
Project --Part --Description -Author -
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
LTB 0.01 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B42 IPE160 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.01 -0.00 0.40 0.00 -0.38 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 877.33 171.89
Reduced slenderness 9.34 1.83
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.01 0.24
Length 20.00 5.00 m
Buckling factor 2.88 0.63
Buckling length 57.70 3.17 m
Critical Euler load 5.41 141.00 kN
Warning: slenderness 877.33 is larger then 200.00 !
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.32
C2 1.33
Project --Part --Description -Author -
LTB
C3 0.75
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B43 IPE160 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.01 0.00 -0.40 -0.00 -0.38 0.00
The critical check is on position 5.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 877.33 173.30
Reduced slenderness 9.34 1.85
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.01 0.24
Length 20.00 5.00 m
Buckling factor 2.88 0.64
Buckling length 57.70 3.19 m
Critical Euler load 5.41 138.72 kN
Warning: slenderness 877.33 is larger then 200.00 !
LTB
LTB length 5.00 m
Project --Part --Description -Author -
LTB
k 1.00
kw 1.00
C1 1.32
C2 1.33
C3 0.75
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B44 IPE160 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.02 -0.00 0.46 0.00 -0.37 0.00
The critical check is on position 0.00 m
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.53
C2 0.84
C3 2.64
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Project --Part --Description -Author -
SECTION CHECK
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
LTB 0.01 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B45 IPE160 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.00 -0.00 0.02 0.00 0.54 -0.01
The critical check is on position 2.50 m
Buckling parameters yy zz
type sway non-sway
Slenderness 949.01 91.49
Reduced slenderness 10.11 0.97
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.01 0.61
Length 20.00 2.50 m
Buckling factor 3.12 0.67
Buckling length 62.41 1.69 m
Critical Euler load 4.63 497.65 kN
Warning: slenderness 949.01 is larger then 200.00 !
LTB
LTB length 2.50 m
k 1.00
kw 1.00
C1 1.75
C2 0.08
C3 0.94
Project --Part --Description -Author -
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B46 IPE160 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.00 -0.00 0.45 0.00 -0.54 0.00
The critical check is on position 0.00 m
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.43
C2 0.70
C3 1.73
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
Project --Part --Description -Author -
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B47 IPE160 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.00 0.00 -0.45 -0.00 -0.54 0.00
The critical check is on position 5.00 m
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.43
C2 0.70
C3 1.73
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B48 IPE160 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.00 0.00 -0.02 -0.00 0.54 -0.01
Project --Part --Description -Author -
The critical check is on position 2.50 m
Buckling parameters yy zz
type sway non-sway
Slenderness 949.01 91.33
Reduced slenderness 10.11 0.97
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.01 0.61
Length 20.00 2.50 m
Buckling factor 3.12 0.67
Buckling length 62.41 1.68 m
Critical Euler load 4.63 499.48 kN
Warning: slenderness 949.01 is larger then 200.00 !
LTB
LTB length 2.50 m
k 1.00
kw 1.00
C1 1.75
C2 0.08
C3 0.94
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B49 IPE160 S 235 LC1 0.01
Project --Part --Description -Author -
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.02 0.00 -0.47 0.00 -0.40 0.00
The critical check is on position 5.00 m
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.54
C2 0.80
C3 2.64
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
LTB 0.01 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B50 IPE160 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.00 -0.00 0.41 -0.00 -0.40 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 388.98 169.28
Reduced slenderness 4.14 1.80
Buckling curve a b
Imperfection 0.21 0.34
Project --Part --Description -Author -
Buckling parameters yy zz
Reduction factor 0.06 0.25
Length 20.00 5.00 m
Buckling factor 1.28 0.62
Buckling length 25.58 3.12 m
Critical Euler load 27.53 145.37 kN
Warning: slenderness 388.98 is larger then 200.00 !
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.34
C2 1.20
C3 1.73
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B51 IPE160 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.00 0.00 -0.41 0.00 -0.40 0.00
The critical check is on position 5.00 m
Project --Part --Description -Author -
Buckling parameters yy zz
type sway non-sway
Slenderness 388.98 169.17
Reduced slenderness 4.14 1.80
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.06 0.25
Length 20.00 5.00 m
Buckling factor 1.28 0.62
Buckling length 25.58 3.12 m
Critical Euler load 27.53 145.56 kN
Warning: slenderness 388.98 is larger then 200.00 !
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.34
C2 1.20
C3 1.73
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B52 IPE160 S 235 LC1 0.01
Project --Part --Description -Author -
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.02 -0.00 0.47 -0.00 -0.40 0.00
The critical check is on position 0.00 m
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.54
C2 0.80
C3 2.64
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
LTB 0.01 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B53 IPE160 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.00 -0.00 0.03 -0.00 0.55 -0.01
The critical check is on position 2.50 m
LTB
LTB length 2.50 m
k 1.00
kw 1.00
C1 1.75
C2 0.08
Project --Part --Description -Author -
LTB
C3 0.94
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B54 IPE160 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.00 -0.00 0.44 -0.00 -0.51 0.00
The critical check is on position 0.00 m
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.40
C2 0.79
C3 1.73
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
Project --Part --Description -Author -
SECTION CHECK
M 0.00 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B55 IPE160 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.00 0.00 -0.44 0.00 -0.51 0.00
The critical check is on position 5.00 m
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.40
C2 0.79
C3 1.73
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B56 IPE160 S 235 LC1 0.02
Project --Part --Description -Author -
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.00 0.00 -0.03 0.00 0.55 -0.01
The critical check is on position 2.50 m
LTB
LTB length 2.50 m
k 1.00
kw 1.00
C1 1.75
C2 0.08
C3 0.94
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B57 IPE160 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.00 0.00 -0.46 -0.00 -0.38 0.00
The critical check is on position 5.00 m
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.53
C2 0.84
Project --Part --Description -Author -
LTB
C3 2.64
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
LTB 0.01 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B58 IPE160 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.03 -0.00 0.40 0.00 -0.38 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 617.11 164.19
Reduced slenderness 6.57 1.75
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.02 0.27
Length 20.00 5.00 m
Buckling factor 2.03 0.61
Buckling length 40.58 3.03 m
Critical Euler load 10.94 154.53 kN
Warning: slenderness 617.11 is larger then 200.00 !
LTB
LTB length 5.00 m
Project --Part --Description -Author -
LTB
k 1.00
kw 1.00
C1 1.32
C2 1.30
C3 0.75
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B59 IPE160 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.03 0.00 -0.40 -0.00 -0.38 0.00
The critical check is on position 5.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 617.11 163.20
Reduced slenderness 6.57 1.74
Buckling curve a b
Imperfection 0.21 0.34
Reduction factor 0.02 0.27
Length 20.00 5.00 m
Buckling factor 2.03 0.60
Buckling length 40.58 3.01 m
Project --Part --Description -Author -
Buckling parameters yy zz
Critical Euler load 10.94 156.42 kN
Warning: slenderness 617.11 is larger then 200.00 !
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.32
C2 1.30
C3 0.75
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
Buckling 0.00 < 1
LTB 0.01 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B60 IPE160 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.01 -0.00 0.46 0.00 -0.38 0.00
The critical check is on position 0.00 m
LTB
LTB length 5.00 m
k 1.00
kw 1.00
C1 1.53
Project --Part --Description -Author -
LTB
C2 0.84
C3 2.64
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (My) 0.01 < 1
Bending moment check (Mz) 0.00 < 1
M 0.01 < 1
STABILITY CHECK
LTB 0.01 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B61 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.04 -0.00 0.07 0.00 -0.00 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 130.15 130.15
Reduced slenderness 1.39 1.39
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.42 0.42
Length 2.89 2.89 m
Buckling factor 0.75 0.75
Buckling length 2.17 2.17 m
Critical Euler load 72.31 72.31 kN
LTB
LTB length 2.89 m
Project --Part --Description -Author -
LTB
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B62 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.02 0.00 0.07 -0.00 -0.00 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 108.55 108.55
Reduced slenderness 1.16 1.16
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.56 0.56
Length 2.89 2.89 m
Buckling factor 0.63 0.63
Buckling length 1.81 1.81 m
Critical Euler load 103.95 103.95 kN
Project --Part --Description -Author -
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B63 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.03 -0.00 0.07 -0.00 -0.00 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 123.80 123.80
Reduced slenderness 1.32 1.32
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.46 0.46
Length 2.89 2.89 m
Buckling factor 0.71 0.71
Buckling length 2.06 2.06 m
Critical Euler load 79.92 79.92 kN
Project --Part --Description -Author -
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B64 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.03 0.00 -0.07 0.00 -0.00 0.00
The critical check is on position 2.89 m
Buckling parameters yy zz
type sway non-sway
Slenderness 125.65 125.65
Reduced slenderness 1.34 1.34
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.45 0.45
Length 2.89 2.89 m
Buckling factor 0.72 0.72
Buckling length 2.09 2.09 m
Critical Euler load 77.59 77.59 kN
Project --Part --Description -Author -
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B65 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.00 -0.00 0.00 0.00 0.05 -0.00
The critical check is on position 1.45 m
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Project --Part --Description -Author -
SECTION CHECK
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.02 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B66 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.03 0.00 0.07 -0.00 -0.00 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 99.88 99.88
Reduced slenderness 1.06 1.06
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.62 0.62
Length 2.89 2.89 m
Buckling factor 0.58 0.58
Buckling length 1.66 1.66 m
Critical Euler load 122.78 122.78 kN
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
Project --Part --Description -Author -
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B67 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.02 -0.00 0.07 -0.00 -0.00 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 105.47 105.47
Reduced slenderness 1.12 1.12
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.58 0.58
Length 2.89 2.89 m
Buckling factor 0.61 0.61
Buckling length 1.76 1.76 m
Critical Euler load 110.11 110.11 kN
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
Project --Part --Description -Author -
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B68 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.01 0.00 -0.00 0.00 0.05 0.00
The critical check is on position 1.45 m
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.02 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
Project --Part --Description -Author -
EC3 : EN 1993 Code Check
Member B69 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.04 0.00 0.07 0.00 -0.00 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 106.71 106.71
Reduced slenderness 1.14 1.14
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.57 0.57
Length 2.89 2.89 m
Buckling factor 0.62 0.62
Buckling length 1.78 1.78 m
Critical Euler load 107.56 107.56 kN
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
Project --Part --Description -Author -
EC3 : EN 1993 Code Check
Member B70 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.01 -0.00 -0.07 0.00 -0.00 -0.00
The critical check is on position 2.89 m
Buckling parameters yy zz
type sway non-sway
Slenderness 105.35 105.35
Reduced slenderness 1.12 1.12
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.58 0.58
Length 2.89 2.89 m
Buckling factor 0.61 0.61
Buckling length 1.75 1.75 m
Critical Euler load 110.36 110.36 kN
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
Project --Part --Description -Author -
EC3 : EN 1993 Code Check
Member B71 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.03 -0.00 0.07 -0.00 -0.00 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 143.50 143.50
Reduced slenderness 1.53 1.53
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.36 0.36
Length 2.89 2.89 m
Buckling factor 0.83 0.83
Buckling length 2.39 2.39 m
Critical Euler load 59.48 59.48 kN
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
Project --Part --Description -Author -
EC3 : EN 1993 Code Check
Member B72 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.01 0.00 -0.00 -0.00 0.05 -0.00
The critical check is on position 1.45 m
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.02 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B73 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.02 -0.00 0.00 0.00 0.05 -0.00
The critical check is on position 1.45 m
LTB
LTB length 2.90 m
k 1.00
kw 1.00
Project --Part --Description -Author -
LTB
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.02 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B74 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.03 0.00 0.07 0.00 -0.00 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 108.00 108.00
Reduced slenderness 1.15 1.15
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.56 0.56
Length 2.90 2.90 m
Buckling factor 0.62 0.62
Buckling length 1.80 1.80 m
Critical Euler load 105.01 105.01 kN
LTB
LTB length 2.90 m
Project --Part --Description -Author -
LTB
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B75 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.01 -0.00 0.00 0.00 0.05 0.00
The critical check is on position 1.45 m
LTB
LTB length 2.90 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Project --Part --Description -Author -
SECTION CHECK
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.02 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B76 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.02 0.00 0.07 -0.00 -0.00 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 96.77 96.77
Reduced slenderness 1.03 1.03
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.64 0.64
Length 2.90 2.90 m
Buckling factor 0.56 0.56
Buckling length 1.61 1.61 m
Critical Euler load 130.81 130.81 kN
LTB
LTB length 2.90 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
Project --Part --Description -Author -
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B77 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.02 -0.00 0.07 0.00 -0.00 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 121.45 121.45
Reduced slenderness 1.29 1.29
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.47 0.47
Length 2.90 2.90 m
Buckling factor 0.70 0.70
Buckling length 2.02 2.02 m
Critical Euler load 83.04 83.04 kN
LTB
LTB length 2.90 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
Project --Part --Description -Author -
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B78 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.01 0.00 -0.00 -0.00 0.05 0.00
The critical check is on position 1.45 m
LTB
LTB length 2.90 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.02 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
Project --Part --Description -Author -
EC3 : EN 1993 Code Check
Member B79 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.02 -0.00 0.07 -0.00 -0.00 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 112.09 112.09
Reduced slenderness 1.19 1.19
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.53 0.53
Length 2.89 2.89 m
Buckling factor 0.65 0.65
Buckling length 1.87 1.87 m
Critical Euler load 97.50 97.50 kN
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
Project --Part --Description -Author -
EC3 : EN 1993 Code Check
Member B80 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.01 0.00 -0.00 -0.00 0.05 0.00
The critical check is on position 1.45 m
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.02 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B81 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.01 -0.00 0.00 0.00 0.05 0.00
The critical check is on position 1.45 m
LTB
LTB length 2.89 m
k 1.00
kw 1.00
Project --Part --Description -Author -
LTB
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.02 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B82 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.02 0.00 -0.07 0.00 -0.00 0.00
The critical check is on position 2.89 m
Buckling parameters yy zz
type sway non-sway
Slenderness 119.51 119.51
Reduced slenderness 1.27 1.27
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.49 0.49
Length 2.89 2.89 m
Buckling factor 0.69 0.69
Buckling length 1.99 1.99 m
Critical Euler load 85.76 85.76 kN
LTB
LTB length 2.89 m
Project --Part --Description -Author -
LTB
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B85 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.04 0.00 -0.07 -0.00 -0.00 0.00
The critical check is on position 2.89 m
Buckling parameters yy zz
type sway non-sway
Slenderness 138.70 138.70
Reduced slenderness 1.48 1.48
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.38 0.38
Length 2.89 2.89 m
Buckling factor 0.80 0.80
Buckling length 2.31 2.31 m
Critical Euler load 63.67 63.67 kN
Project --Part --Description -Author -
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B86 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.03 -0.00 0.07 -0.00 -0.00 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 143.88 143.88
Reduced slenderness 1.53 1.53
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.36 0.36
Length 2.89 2.89 m
Buckling factor 0.83 0.83
Buckling length 2.40 2.40 m
Critical Euler load 59.17 59.17 kN
Project --Part --Description -Author -
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B87 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.02 -0.00 0.07 0.00 -0.00 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 118.12 118.12
Reduced slenderness 1.26 1.26
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.49 0.49
Length 2.89 2.89 m
Buckling factor 0.68 0.68
Buckling length 1.97 1.97 m
Critical Euler load 87.79 87.79 kN
Project --Part --Description -Author -
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B88 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.03 0.00 0.07 0.00 -0.00 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 97.51 97.51
Reduced slenderness 1.04 1.04
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.64 0.64
Length 2.89 2.89 m
Buckling factor 0.56 0.56
Buckling length 1.62 1.62 m
Critical Euler load 128.84 128.84 kN
Project --Part --Description -Author -
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B89 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.03 -0.00 0.07 0.00 -0.00 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 106.34 106.34
Reduced slenderness 1.13 1.13
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.57 0.57
Length 2.89 2.89 m
Buckling factor 0.61 0.61
Buckling length 1.77 1.77 m
Critical Euler load 108.31 108.31 kN
Project --Part --Description -Author -
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B90 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.00 0.00 0.00 -0.00 0.05 0.00
The critical check is on position 1.45 m
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Project --Part --Description -Author -
SECTION CHECK
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.02 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B91 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.02 0.00 0.07 0.00 -0.00 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 104.86 104.86
Reduced slenderness 1.12 1.12
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.58 0.58
Length 2.89 2.89 m
Buckling factor 0.60 0.60
Buckling length 1.75 1.75 m
Critical Euler load 111.41 111.41 kN
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
Project --Part --Description -Author -
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B92 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.01 -0.00 -0.00 -0.00 0.05 -0.00
The critical check is on position 1.45 m
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.02 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
Project --Part --Description -Author -
EC3 : EN 1993 Code Check
Member B93 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.04 -0.00 -0.07 -0.00 -0.00 -0.00
The critical check is on position 2.89 m
Buckling parameters yy zz
type sway non-sway
Slenderness 106.07 106.07
Reduced slenderness 1.13 1.13
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.58 0.58
Length 2.89 2.89 m
Buckling factor 0.61 0.61
Buckling length 1.77 1.77 m
Critical Euler load 108.88 108.88 kN
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
Project --Part --Description -Author -
EC3 : EN 1993 Code Check
Member B94 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.01 -0.00 -0.00 0.00 0.05 0.00
The critical check is on position 1.45 m
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.02 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B95 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.03 0.00 0.07 0.00 -0.00 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 138.55 138.55
Reduced slenderness 1.48 1.48
Project --Part --Description -Author -
Buckling parameters yy zz
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.38 0.38
Length 2.89 2.89 m
Buckling factor 0.80 0.80
Buckling length 2.31 2.31 m
Critical Euler load 63.81 63.81 kN
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B96 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.01 0.00 0.07 -0.00 -0.00 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Project --Part --Description -Author -
Buckling parameters yy zz
Slenderness 105.97 105.97
Reduced slenderness 1.13 1.13
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.58 0.58
Length 2.89 2.89 m
Buckling factor 0.61 0.61
Buckling length 1.77 1.77 m
Critical Euler load 109.09 109.09 kN
LTB
LTB length 2.89 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B97 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
0.02 0.00 0.00 -0.00 0.05 0.00
The critical check is on position 1.45 m
Project --Part --Description -Author -
LTB
LTB length 2.90 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Normal force check 0.00 < 1
Shear check (Vy) 0.00 < 1
Bending moment check (My) 0.02 < 1
Bending moment check (Mz) 0.00 < 1
M 0.02 < 1
STABILITY CHECK
LTB 0.02 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B98 RO51X4 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.03 -0.00 0.07 -0.00 -0.00 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 156.49 156.49
Reduced slenderness 1.67 1.67
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.31 0.31
Length 2.90 2.90 m
Buckling factor 0.90 0.90
Buckling length 2.61 2.61 m
Critical Euler load 50.02 50.02 kN
Project --Part --Description -Author -
LTB
LTB length 2.90 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B99 RO82.5X5 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.62 0.00 0.12 0.00 -0.00 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 78.87 78.87
Reduced slenderness 0.84 0.84
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.77 0.77
Length 3.11 3.11 m
Buckling factor 0.70 0.70
Buckling length 2.16 2.16 m
Critical Euler load 406.46 406.46 kN
Project --Part --Description -Author -
LTB
LTB length 3.11 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B100 RO82.5X5 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.07 0.00 0.12 0.01 -0.00 -0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 87.11 87.11
Reduced slenderness 0.93 0.93
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.72 0.72
Length 3.11 3.11 m
Buckling factor 0.77 0.77
Buckling length 2.39 2.39 m
Critical Euler load 333.24 333.24 kN
Project --Part --Description -Author -
LTB
LTB length 3.11 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B101 RO82.5X5 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.75 0.00 0.12 -0.00 -0.00 -0.01
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 89.30 89.30
Reduced slenderness 0.95 0.95
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.70 0.70
Length 3.50 3.50 m
Buckling factor 0.70 0.70
Buckling length 2.45 2.45 m
Critical Euler load 317.08 317.08 kN
Project --Part --Description -Author -
LTB
LTB length 3.50 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B102 RO82.5X5 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.23 0.01 -0.12 0.01 -0.00 0.00
The critical check is on position 3.50 m
Buckling parameters yy zz
type sway non-sway
Slenderness 97.83 97.83
Reduced slenderness 1.04 1.04
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.64 0.64
Length 3.50 3.50 m
Buckling factor 0.77 0.77
Buckling length 2.68 2.68 m
Critical Euler load 264.18 264.18 kN
Project --Part --Description -Author -
LTB
LTB length 3.50 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B103 RO82.5X5 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.69 0.00 0.12 -0.00 -0.00 -0.01
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 89.49 89.49
Reduced slenderness 0.95 0.95
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.70 0.70
Length 3.50 3.50 m
Buckling factor 0.70 0.70
Buckling length 2.45 2.45 m
Critical Euler load 315.77 315.77 kN
Project --Part --Description -Author -
LTB
LTB length 3.50 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B104 RO82.5X5 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.16 0.00 0.12 0.00 -0.00 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 98.12 98.12
Reduced slenderness 1.04 1.04
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.63 0.63
Length 3.50 3.50 m
Buckling factor 0.77 0.77
Buckling length 2.69 2.69 m
Critical Euler load 262.64 262.64 kN
Project --Part --Description -Author -
LTB
LTB length 3.50 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B105 RO82.5X5 S 235 LC1 0.02
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.61 0.00 0.12 0.00 -0.00 -0.01
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 78.81 78.81
Reduced slenderness 0.84 0.84
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.77 0.77
Length 3.11 3.11 m
Buckling factor 0.70 0.70
Buckling length 2.16 2.16 m
Critical Euler load 407.07 407.07 kN
Project --Part --Description -Author -
LTB
LTB length 3.11 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.02 < 1
Compression+ Moment 0.01 < 1
EC3 : EN 1993 Code Check
Member B106 RO82.5X5 S 235 LC1 0.01
NEd[kN]
Vy,Ed[kN]
Vz,Ed[kN]
TEd[kNm]
My,Ed[kNm]
Mz,Ed[kNm]
-0.06 0.00 0.12 0.00 -0.00 0.00
The critical check is on position 0.00 m
Buckling parameters yy zz
type sway non-sway
Slenderness 86.58 86.58
Reduced slenderness 0.92 0.92
Buckling curve a a
Imperfection 0.21 0.21
Reduction factor 0.72 0.72
Length 3.11 3.11 m
Buckling factor 0.76 0.76
Buckling length 2.38 2.38 m
Critical Euler load 337.31 337.31 kN
Project --Part --Description -Author -
LTB
LTB length 3.11 m
k 1.00
kw 1.00
C1 1.13
C2 0.45
C3 0.53
load in center of gravity
SECTION CHECK
Compressioncheck 0.00 < 1
Shear check (Vy) 0.00 < 1
Shear check (Vz) 0.00 < 1
Bending moment check (Mz) 0.00 < 1
M 0.00 < 1
STABILITY CHECK
Buckling 0.00 < 1
Compression+ Moment 0.01 < 1
Compression+ Moment 0.01 < 1