(GV
(GV
(GV
Part
Description
Author
1. Rekenmodel
2. Project
Licence name
Project
Part
Description
Author
Date
Structure
No. of nodes :
No. of beams :
No. of slabs :
No. of solids :
No. of used profiles :
No. of load cases :
No. of used materials :
Acceleration of gravity [m/s2]
National code
National annex
Engicon NV
ETA
Davit
Davit voor tank
RRE
15. 12. 2014
General XYZ
7
4
0
0
3
2
1
9,810
EC - EN
Nederlandse NEN-EN NA
3. Contents
1. Rekenmodel
2. Project
3. Contents
4. Geometrie
5. Materials
6. Node
7. Member 1D
8. Supports in node
9. Supports on beam
10. Belastingen
11. Load cases
11.1. Load cases - BG1
11.2. Load cases - BG2
1
1
1
3
3
3
3
3
3
4
4
4
4
ETA
Davit
Davit voor tank
RRE
Project
Part
Description
Author
4
4
4
4
5
5
5
5
5
5
6
6
7
7
7
8
ETA
Davit
Davit voor tank
RRE
ETA
Davit
Davit voor tank
RRE
Project
Part
Description
Author
4. Geometrie
5. Materials
Name
Unit mass
[kg/m3]
S 235
E-mod
[MPa]
7850,0
Poisson - nu
G mod
[MPa]
2,1000e+05 0,3
Thermal exp
[m/mK]
Lower limit
[mm]
8,0769e+04
0,00
Coord X
[mm]
Coord Y
[mm]
Coord Z
[mm]
1250,000
0,000
0,000
0,000
-800,000
0,000
7165,000
4500,000
4500,000
Upper limit
[mm]
0
40
Fy (range)
[MPa]
40
80
6. Node
Name
K39
K40
K41
K42
Coord X
[mm]
0,000
0,000
2500,000
0,000
Coord Y
[mm]
Coord Z
[mm]
0,000
0,000
0,000
0,000
0,000
7165,000
7165,000
6165,000
Name
K43
K44
K45
7. Member 1D
Name
S21
S22
S23
S24
CrossSection
Length
[mm]
Shape
Beg. node
K39
K40
K42
K44
End node
Type
K40
K41
K43
K45
general
general
general
general
FEM type
(0)
(0)
(0)
(0)
standard
standard
standard
standard
Layer
Laag1
Laag1
Laag1
Laag1
8. Supports in node
Name
Sn8
Node
K39
System
GCS
Type
Standard
Rigid
Rigid
Rigid
Rx
Ry
Free
Rz
Free
Rigid
9. Supports on beam
Name
Type
Coor
System
Sb7
Standard
Abso
GCS
Pos x
[mm]
Orig
Rigid
Rigid
Free
Rx
Ry
Rz
Rep (n)
2365,000
From start
1
Free
Free
Free
235,0
215,0
Fu (range)
[MPa]
360,0
360,0
ETA
Davit
Davit voor tank
RRE
Project
Part
Description
Author
10. Belastingen
Action type
BG1
LoadGroup
Permanent
Load type
LG1
Direction
Self weight
-Z
Action type
BG2
LoadGroup
Variable
Load type
LG2
Static
Spec
Standard
Duration
Short
None
Puntlast8
Puntlast9
Node
K41
K44
Load case
BG2
BG2
System
GCS
GCS
Dir
Z
Y
LG1
LG2
Load
Permanent
Variable
Relation
Standard
Type
Cat A : Domestic
13. Combinations
Name
UGT
BGT
Type
EN-ULS
(STR/GEO) Set
B
EN-SLS
Characteristic
Load cases
BG1
BG2
BG1
BG2
Description of combinations
BG1*1,15 +BG2*2,40
Type
Force
Force
Value - F
[kN]
-2,50
-0,30
ETA
Davit
Davit voor tank
RRE
Project
Part
Description
Author
15. Resultaten
Case
S21
S22
S21
S21
S21
S23
dx
[mm]
BG1
BG1
BG1
BG1
BG1
BG1
N
[kN]
0,001
0,001
2365,001
6165,001
2365,000
800,380
Vy
[kN]
-3,41
1,17
-2,64
-0,32
-2,64
-1,50
Vz
[kN]
0,00
0,00
0,00
0,00
0,00
0,00
Mx
[kNm]
-0,50
0,00
0,00
1,17
-0,50
0,00
My
[kNm]
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
-1,17
-1,17
-1,17
0,04
lyz
[mm]
l LTB
[mm]
BG1
BG1
BG1
BG1
BG1
BG1
BG1
Member
S21
S22
S24
S21
S21
S22
S21
dx
[mm]
ux
[mm]
7165,000
1250,000
0,001
1419,000
0,001
2500,000
4499,990
0,0
3,6
0,0
0,0
0,0
3,6
0,0
uy
[mm]
uz
[mm]
0,0
0,0
-0,9
0,0
0,0
0,0
0,0
fix
[mrad]
fiy
[mrad]
0,0
0,0
0,7
0,0
0,0
0,0
0,0
-3,6
-1,5
-0,1
0,1
0,0
-3,0
-0,9
fiz
[mrad]
1,2
1,2
-0,2
0,0
-0,1
1,2
0,7
0,0
0,0
0,0
0,0
0,0
0,0
0,0
18. Reactions
Linear calculation, Extreme : Node
Selection : All
Load cases : BG1
Support
Sn8/K39
Sb7/S21
Case
BG1
BG1
dx
[mm]
Rx
[kN]
2365,000
Ry
[kN]
0,50
-0,50
0,00
0,00
Sway y
Ly
[mm]
Lz
[mm]
Rz
[kN]
Mx
[kNm]
3,41
0,00
My
[kNm]
0,00
0,00
0,00
0,00
Mz
[kNm]
0,00
0,00
CS Name
Part
Sway z
S21
CS5
S21
CS5
S21
CS5
S22
CS5
S22
CS5
S23
CS6
S24
CS8
1 Yes
Yes
2 Yes
Yes
3 Yes
Yes
1 Yes
Yes
2 Yes
Yes
1 Yes
Yes
1 Yes
Yes
2365,000
2365,000
4800,000
4800,000
4800,000
4800,000
1250,000
2500,000
1250,000
2500,000
1600,781
1600,781
800,000
800,000
ky
[-]
kz
[-]
2,67
2,67
2,35
2,35
2,35
2,35
10,00
1,00
10,00
1,00
1,00
1,00
2,00
2,00
ly
[mm]
lz
[mm]
6313,673
6314,299
11298,376
11299,086
11298,376
11299,086
12500,000
2500,000
12500,000
2500,000
1600,781
1600,781
1600,000
1600,000
Lam y
[-]
Lam z
[-]
83,88
83,89
150,11
150,12
150,11
150,12
166,08
33,22
166,08
33,22
41,74
41,74
115,05
115,05
2365,000
2365,000
9600,000
9600,000
9600,000
9600,000
5000,000
5000,000
5000,000
5000,000
1600,781
1600,781
800,000
1600,000
Mz
[kNm]
0,00
0,00
-0,01
0,00
-0,01
0,00
ETA
Davit
Davit voor tank
RRE
Project
Part
Description
Author
Selection : All
Load cases : BG1
Case - combination
BG1
BG1
BG1
BG1
Member
S21
S21
S24
S22
dx
[mm]
7165,000
1419,000
800,000
2500,000
uy
[mm]
Rel uy
[1/xx]
0,0
0,0
0,0
0,0
1/10000
1/10000
0
0
Check uy
[-]
0,00
0,00
0,00
0,00
21. Stress
Linear calculation, Extreme : Member
Selection : All
Load cases : BG1
Values : Von Mises
Member
S21
S21
S21
S21
S22
S22
S22
S22
S22
S23
S23
S23
S23
S24
S24
Case
BG1
BG1
BG1
BG1
BG1
BG1
BG1
BG1
BG1
BG1
BG1
BG1
BG1
BG1
BG1
dx
[mm]
2365,000
7165,000
0,000
2365,000
1250,000
0,000
1250,000
2250,000
2500,000
800,381
1600,781
0,000
686,049
800,000
0,000
Normal [MPa]
Normal +
[MPa]
-6,0
0,0
-0,8
-6,0
-1,2
0,3
1,4
0,0
0,0
-1,5
-0,7
-0,8
-1,5
-2,7
0,0
Shear
[MPa]
0,0
0,6
0,2
0,0
0,0
0,0
0,0
0,0
0,0
0,0
0,1
0,1
0,0
0,0
0,0
von Mises
[MPa]
6,0
1,0
0,9
6,0
1,2
0,3
1,4
0,1
0,0
1,5
0,7
0,8
1,5
2,7
0,0
uz
[mm]
-3,6
0,1
0,1
-1,5
Rel uz
[1/xx]
1/1351
1/10000
1/7837
1/834
Check uz
[-]
0,15
0,01
0,03
0,24
ETA
Davit
Davit voor tank
RRE
Project
Part
Description
Author
BG1
BG1
BG1
BG1
Member
S21
S22
S23
S24
css
mat
CS5 - CFCHS219.1X6.3
CS5 - CFCHS219.1X6.3
CS6 - CFCHS114.3X6
CS8 - CFCHS42.4X3.2
S 235
S 235
S 235
S 235
dx
[mm]
0,000
1250,000
0,000
800,000
Lineaire berekening
Aantal 2D elementen
Aantal 1D elementen
Aantal netknopen
Aantal vergelijkingen
Belastinggevallen
Buigtheorie
Start berekening
Einde berekening
0
8
8
48
BG1
BG2
Mindlin
16.10.2015 16:26
16.10.2015 16:26
BG BG2
[kN]
last
knoopreacties
lijnreactions
contact 1D
contact 2D
last
knoopreacties
lijnreactions
contact 1D
X
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Y
0.0
0.0
0.0
0.0
0.0
-0.3
0.3
0.0
0.0
Z
-3.4
3.4
0.0
0.0
0.0
-2.5
2.5
0.0
0.0
un.check
[-]
sec.check
[-]
stab.check
[-]
0,02
0,00
0,01
0,01
0,00
0,00
0,00
0,01
0,02
0,00
0,01
0,00
Project
Part
Description
Author
Calculation protocol
[kN]
contact 2D
X
0.0
Y
0.0
Z
0.0
26. Conclusie
Alle spanningen en vervormingen zijn toelaatbaar.
ETA
Davit
Davit voor tank
RRE
Klant :
Projectnummer :
Projectomschrijving :
Datum :
Auteur :
0
0
0
0/01/1900
0
Ft :
2,5
Aantal hijsogen :
n:
Gewicht / hijsoog :
F:
2,5
S :
Lastveiligheidsfactor :
F :
1,5
Materiaalveiligheidsfactor :
M :
1,1
Materiaal :
kN
kN
Vloeigrens (20C) :
Treksterkte :
fy :
235
N/mm
Rm :
360
N/mm
d=
b=
l=
e=
t=
alas =
h=
30
30
90
45
15
3,5
50
mm
mm
mm
mm
mm
mm
mm
Geometrie :
l
b
32,5
kN
60
mm
stropdiameter :
12
mm
( max :
15
kN )
kettingschalmdiameter :
13
mm
( max :
11,2
kN )
minimale speling :
17
mm
Kleinste sectie
= ( F/ (2 * t * b)) * s * F
=
8,3
N/mm
<
213,6
N/mm
(R,d = fy / M)
OK
Piekspanning volgens ROARK 7th edition Table 17.1 case 7 (6th edition Table 37)
k = 3 - 3,13 X + 3,66 X - 1,53 X
X=
0,333
k=
2,307
met X = d / l
max = k * ( F/ (2 * t * b)) * s
max =
12,8
Stuik
N/mm
<
213,6
N/mm
(R,d = fy / M)
OK
2,5
kN
voorwaarde :
F * S * F < 2 * e / 3d * fu * dmanille * t
F<
Gatbreuk
34,20
kN
OK
(Prof. Piero Gelfi : Theory and design of steel structures, chapter 6 bolts)
S * F< * / F * d * t
b/d =
1,000
1,40
(interpolatie)
F<
49,35
kN
Lascontrole
OK
(NBN 212)
Alas = (l + 2 a) * (t + 2 * a) - l * t
Alas =
784,0
Lasfactor :
w :
0,8*(1+1/a)
w :
1,00
mm
= F1 * s * F / Alas / 0,85
=
11,3
N/mm
<
213,64
N/mm
(w,R,d = w * fy / M)
OK