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Description

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Date 18-Jun-19
Design code EN tiC

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Material
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Steel S 355

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ID

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Project item CON1

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Design

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Name CON1

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Description
Analysis Stress, strain/ simplified loading

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Beams and columns

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β – Direction γ - Pitch α - Rotation Offset ex Offset ey Offset ez

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Name Cross-section Forces in
[°] [°] [°] [mm] [mm] [mm]

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C 4 - HEB360 0.0 90.0 0.0 0 0 0 Node
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B 5 - HEA300 0.0 /6.0 0.0 0 0 0 Node

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Name Material
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4 - HEB360 S 355
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5 - HEA300 S 355
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ID
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Cross-sections

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Name Material Drawing
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4 - HEB360 S 355
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5 - HEA300 S 355

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Bolts
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Diameter fu Gross area

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Name Bolt assembly

[mm] [MPa] [mm2]
M30 10.9 M30 10.9 30 1000.0 707
ta
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Load effects (equilibrium not required)

N Vy Vz Mx My Mz
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Name Member
[kN] [kN] [kN] [kNm] [kNm] [kNm]
E

LE1 B 0.0 0.0 200.0 0.0 640.0 0.0

ID

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LE2 B 0.0 0.0 0.0 0.0 500.0 0.0

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Check
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Summary
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Name Value Status

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Analysis 100.0% OK
ID
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Plates 185.9 > 5% Not OK!

N

Bolts 236.1 > 100% Not OK!

L

IO
A

Welds 165.6 > 100% Not OK!

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N

Buckling Not calculated

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O

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ID
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C

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Plates

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Thickness σEd εPl

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Name Loads Status
[mm] [MPa] [%]

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C-bfl 1 22.5 LE1 359.7 2.2 OK
U

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A
C-tfl 1 22.5 LE1 369.9 7.1 Not OK!
D

N
C-w 1 12.5 LE1 374.1 9.1 Not OK!

S
E

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B-bfl 1 14.0 LE1 403.7 23.1 Not OK!

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a

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B-tfl 1 14.0 LE1 618.4 125.3 Not OK!

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B-w 1 8.5 LE1 745.8 185.9 Not OK!

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STIFF1a 10.0 LE1 359.1 2.0 OK

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STIFF1b 10.0 LE1 359.1 2.0 OK

A
D
EP1a 24.0 LE1 681.8 155.5 Not OK!

N
E

EP1b 24.0 LE1 370.0 7.1 Not OK!

O
EP1c 24.0 LE1 370.8 7.5 Not OK!
a

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WID1a 12.0 LE1 675.0 152.2 Not OK!

WID1b 12.0 LE1 714.2 170.9 Not OK!

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STIFF2a 14.0 LE1 356.0 0.5 OK

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STIFF2b 14.0 LE1 356.0 0.5 OK

D
E
A

Design data
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fy εlim
a

Material
ID

[MPa] [%]
tiC

S 355 355.0 5.0

N

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Symbol explanation
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εPl Strain
σEd Eq. stress
A

fy Yield strength
E

εlim
ID

Limit of plastic strain

N
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Strain check, LE1

a

Overall check, LE1

R E
S A E
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N ta U
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ID AT
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Equivalent stress, LE1

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Bolts
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Ft,Ed V Utt Fb,Rd Uts Utts

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Name Loads Status
[kN] [kN] [%] [kN] [%] [%]
E

B1 LE1 621.1 283.0 153.8 371.2 126.1

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235.9 Not OK!
a

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B2 LE1 134.9 167.6 33.4 497.0 74.7 98.5 OK
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B3 LE1 26.3 201.6 6.5 479.3 89.8 94.5 OK

C

B4 LE1 104.5 97.1 25.9 486.8 43.3 61.8 OK

ta

B5 LE1 117.0 176.9 29.0 483.6 78.8 99.5 OK

S

B6 LE1 621.0 283.4 153.8 371.2 126.3 236.1 Not OK!

E
A

B7 LE1 135.6 167.3 33.6 497.1 74.6 98.5 OK

E

B8 LE1 26.7 201.4 6.6 479.2 89.8 94.5 OK

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ID

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B9 LE1 104.7 97.5 25.9 486.6 43.4 61.9 OK

B10 LE1 116.6 177.0 28.9 483.6 78.9 99.5 OK
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Design data
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Ft,Rd Bp,Rd Fv,Rd

Name
S

[kN] [kN] [kN]

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A
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M30 10.9 - 1 403.9 934.3 224.4

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Symbol explanation

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Ft,Rd Bolt tension resistance EN 1993-1-8 tab. 3.4

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Ft,Ed Tension force

ID
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Bp,Rd Punching shear resistance

N
V Resultant of shear forces Vy, Vz in bolt

IO
Fv,Rd
A
Bolt shear resistance EN_1993-1-8 table 3.4
N
Fb,Rd Plate bearing resistance EN 1993-1-8 tab. 3.4

S
O
Utt Utilization in tension

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I

Uts Utilization in shear

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Utts Utilization in tension and shear EN 1993-1-8 table 3.4

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Welds (Plastic redistribution)

ID
Throat th. Length σw,Ed εPl σ⏊ τ|| τ⏊ Ut Utc

V
Item Edge Loads Status
[mm] [mm] [MPa] [%] [MPa] [MPa] [MPa] [%] [%]

ta
L
C-bfl 1 STIFF1a ◢5.0◣ 117 LE1 437.6 6.2 249.5 18.5 206.8 100.5 77.7 Not OK!

IO
A
117 LE1 434.0 4.1 /303.3 /44.4 173.7 99.6 79.0 OK

S
◢5.0◣
N

C-w 1 STIFF1a ◢5.0◣ 262 LE1 430.4 2.0 /156.0 /226.5 /48.0 98.8 50.1 OK

A
O

262 LE1 431.2 2.5 192.5 197.5 /103.0 99.0 73.4 OK

R
◢5.0◣

E
I

C-tfl 1 STIFF1a 117 LE1 449.0 12.7 187.5 104.8 210.9 103.1 101.2 Not OK!

E
AT

◢5.0◣

ID
V
◢5.0◣ 117 LE1 446.7 11.4 221.0 /98.1 /201.5 102.5 100.9 Not OK!
C-bfl 1 STIFF1b 117 LE1 434.0 4.1 /303.1 44.7 /173.7 99.7 78.9 OK

N
◢5.0◣
L
117 LE1 437.6 6.2 249.6 /18.7 /206.7 100.5 77.7 Not OK!

IO
A
◢5.0◣
N

C-w 1 STIFF1b ◢5.0◣ 262 LE1 431.2 2.5 192.7 /197.4 103.1 99.0 73.2 OK

S
O

◢5.0◣ 262 LE1 430.4 2.0 /156.0 226.5 47.9 98.8 50.3 OK

R
C-tfl 1 STIFF1b 117 LE1 445.9 10.9 220.9 97.9 201.0 102.4 100.8 Not OK!
I

◢5.0◣

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◢5.0◣ 117 LE1 448.3 12.3 187.4 /103.9 /211.0 102.9 101.1 Not OK!
EP1a B-bfl 1 ◢7.0◣ 300 LE1 428.4 0.9
V
/141.4 98.6 /211.6 98.4 82.6 OK
C

N
L
◢7.0◣ 300 LE1 398.9 0.1 /344.2 31.0 112.1 97.6 47.7 OK
U

IO
A
EP1a B-tfl 1 ◢7.0◣ 300 LE1 479.1 30.0 149.8 162.0 206.9 110.0 101.7 Not OK!
D

S
◢7.0◣ 300 LE1 696.4 154.7 363.4 23.5 /342.2 159.9 155.8 Not OK!
E

R
EP1a B-w 1 ◢7.0◣ 278 LE1 507.2 46.1 200.7 174.7 204.5 116.5 101.1 Not OK!
a

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◢7.0◣ 278 LE1 506.8 45.9 205.7 /175.2 /202.0 116.4 101.4 Not OK!
C

V
C-tfl 1 WID1a ◢6.0◣ 400 LE1 488.0 35.1 /198.1 165.1 /197.6 112.0 96.6 Not OK!
C

◢6.0◣ 400 LE1 488.0 35.1 /197.5 /164.9 198.0 112.0 96.9 Not OK!
L
U

A
B-bfl 1 WID1a ◢6.0◣ 479 LE1 481.2 31.2 /228.4 87.9 /228.2 110.5 81.3 Not OK!
D

◢6.0◣ 479 LE1 481.2 31.2 /228.3 /87.8 228.2 110.5 81.2 Not OK!
E

WID1b WID1a ◢6.0◣ 645 LE1 721.1 168.9 /226.4 324.0 /226.4 165.6 69.5 Not OK!
a

◢6.0◣ 645 LE1 721.0 168.8 /226.3 /323.9 226.4 165.5 69.5 Not OK!
AT
tiC

C-tfl 1 WID1b ◢6.0◣ 120 LE1 588.4 92.7 /162.2 0.0 /326.5 135.1 133.3 Not OK!
120 LE1 494.0 38.6 /243.7 /206.5 137.5 113.4 111.7 Not OK!
C

◢6.0◣
ta

C-bfl 1 STIFF2a ◢7.0◣ 117 LE1 339.1 0.0 133.7 0.7 179.9 77.8 55.9 OK
S

◢7.0◣ 117 LE1 427.1 0.1 /233.1 35.1 203.6 98.1 59.5 OK
E
A

C-w 1 STIFF2a ◢6.3◣ 261 LE1 297.5 0.0 196.9 /77.8 102.7 68.3 34.9 OK
E

◢6.3◣ 261 LE1 271.1 0.0 /87.2 148.0 /7.1 62.2 24.6 OK
a
ID

C-tfl 1 STIFF2a ◢7.0◣ 117 LE1 428.2 0.8 /193.9 /14.2 /220.0 98.3 72.7 OK
tiC

◢7.0◣ 117 LE1 427.3 0.2 155.8 /80.7 /215.0 98.1 83.6 OK
ta

C-bfl 1 STIFF2b ◢7.0◣ 117 LE1 427.1 0.1 /233.2 /35.1 /203.6 98.1 59.5 OK
117 LE1 340.0 0.0 134.2 /0.7 /180.4 78.1 56.0 OK
S

◢7.0◣
C-w 1 STIFF2b ◢6.3◣ 261 LE1 274.1 0.0 /87.7 /149.8 6.1 62.9 24.6 OK
A

◢6.3◣ 261 LE1 297.4 0.0 195.6 79.8 /101.8 68.3 34.9 OK
E

C-tfl 1 STIFF2b ◢7.0◣ 117 LE1 427.3 0.3 155.0 79.7 215.6 98.1 82.8 OK
ID

◢7.0◣ 117 LE1 428.2 0.8 /191.8 15.5 220.5 98.3 72.0 OK
N
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Design data
βw σw,Rd 0.9 σ

ta
[-] [MPa] [MPa]
S 355 0.90 435.6 352.8

S
Symbol explanation

A
εPl

E
Strain

ID
σw,Ed Equivalent stress
σw,Rd Equivalent stress resistance

N
σ⏊ Perpendicular stress

IO
τ|| Shear stress parallel to weld axis

S
τ⏊ Shear stress perpendicular to weld axis

A
0.9 σ Perpendicular stress resistance - 0.9*fu/γM2

E
βw Corelation factor EN 1993-1-8 tab. 4.1
E

ID
Ut Utilization
V
Utc Weld capacity utilization

N
L

IO
A

Buckling
N

Buckling analysis was not calculated.

S
O

R
I

Code settings
E
AT

V
Item Value Unit Reference
C

γM0 1.00 - EN 1993-1-1: 6.1

U

γM1 1.00 - EN 1993-1-1: 6.1

D

I
S
γM2 1.25 - EN 1993-1-1: 6.1
E

R
γM3 1.25 - EN 1993-1-8: 2.2
I

E
AT

γC 1.50 - EN 1992-1-1: 2.4.2.4

V
γInst 1.20 - ETAG 001-C: 3.2.1
C

Joint coefficient βj 0.67 - EN 1993-1-8: 6.2.5

U

Effective area - influence of mesh size 0.10 -

D

Friction coefficient - concrete 0.25 - EN 1993-1-8

E

Friction coefficient in slip-resistance 0.30 - EN 1993-1-8 tab 3.7

I

Limit plastic strain 0.05 - EN 1993-1-5

AT

Weld stress evaluation Plastic redistribution

Detailing No
C

Distance between bolts [d] 2.20 - EN 1993-1-8: tab 3.3

U

Distance between bolts and edge [d] 1.20 - EN 1993-1-8: tab 3.3
D

Concrete breakout resistance Yes ETAG 001-C

E

Use calculated αb in bearing check. Yes EN 1993-1-8: tab 3.4

I

Cracked concrete Yes

AT

Local deformation check No

C

Local deformation limit 0.03 - CIDECT DG 1, 3 - 1.1

U