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Project data
Project name
Project number
Author
Description
Date 24/07/2017
Design code EN

Material
Steel S 275
Concrete C25/30

CON1
Connection
Item
Name CON1
Description
Analysis Stress, strain/ simplified loading

Beams and columns

β – Direction γ - Pitch α - Rotation Offset ex Offset ey Offset ez
Name Cross-section
[°] [°] [°] [mm] [mm] [mm]
M1 3 - Plate 20, 200 90.0 0.0 0.0 0.00 0.00 0.00
M4 6 - SHS40/40/5.0 -90.0 0.0 0.0 30.00 0.00 -50.50

Cross-sections
Name Material
3 - Plate 20, 200 S 275
6 - SHS40/40/5.0 S 275

Material
Steel S 275 (EN)
Bolts M16 10.9

Bolts/ Anchors

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Diameter fu Gross area

Name Bolt assembly
[mm] [MPa] [mm2]
M16 10.9 M16 10.9 16.00 1000.0 201.00

Load effects
X N Vy Vz Mx My Mz
Name Member Pos.
[mm] [kN] [kN] [kN] [kNm] [kNm] [kNm]
LE1 M4 End 0.00 -5.0 0.0 -12.0 -0.5 -1.0 0.0

Results

Summary
Name Value Check status
Analysis 100.0% OK
Plates 0.1 < 5% OK
Bolts 19.1 < 100% OK
Preloaded bolts 24.8 < 100% OK
Welds 78.3 < 100% OK
Buckling Not calculated

Plates
Thickness σEd εPl
Name Loads Check status
[mm] [MPa] [%]
M1-bfl 1 20.0 LE1 111.7 0.0 OK
M4 5.0 LE1 274.5 0.0 OK
SP2 8.0 LE1 252.8 0.0 OK
SP3 8.0 LE1 275.1 0.1 OK
SP4 25.0 LE1 83.6 0.0 OK
Design data
fy εlim
Material
[MPa] [1e-4]
S 275 275.0 500.0

Strain check, LE1

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Equivalent stress, LE1

Preloaded bolts
Ft,Ed V Fs,Rd Fpc Utt Uts
Name Bolt assembly Loads Status
[kN] [kN] [kN] [kN] [%] [%]
B3 M16 10.9 LE1 28.1 5.0 21.0 109.9 24.8 23.8 OK

Bolts
Ft,Ed V Utt Uts Utts
Name Loads Status
[kN] [kN] [%] [%] [%]
B1 LE1 8.8 0.4 7.8 0.6 0.0 OK

B2 LE1 12.2 12.0 10.8 19.1 0.0 OK

Design data
Ft,Rd Bp,Rd Fv,Rd Fb,Rd
Name
[kN] [kN] [kN] [kN]
M16 10.9 - 1 113.0 146.7 62.8 110.1

Welds (Average value used, plastic redistribution recommended)

Throat th. Length σw,Ed σ⏊ τ|| τ⏊ Ut
Item Edge Loads Status
[mm] [mm] [MPa] [MPa] [MPa] [MPa] [%]
SP4 M4-18 ◢3.0 122.12 LE1 316.9 -132.7 75.5 148.0 78.3 OK
Design data

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βw σw,Rd 0.9 σ
[-] [MPa] [MPa]
S 275 0.85 404.7 309.6

Buckling
Buckling analysis was not calculated.

Code setting
Item Value Unit Reference
γM0 1.00 - EN 1993-1-1: 6.1
γM1 1.00 - EN 1993-1-1: 6.1
γM2 1.25 - EN 1993-1-1: 6.1
γM3 1.25 - EN 1993-1-8: 2.2
γC 1.50 - EN 1992-1-1: 2.4.2.4
γInst 1.20 - ETAG 001-C: 3.2.1
Joint coefficient βj 0.67 - EN 1993-1-8: 6.2.5
Effective area - influence of mesh size 0.10 -
Friction coefficient - concrete 0.25 - EN 1993-1-8
Friction coefficient in slip-resistance 0.30 - EN 1993-1-8 tab 3.7
Limit plastic strain 0.05 - EN 1993-1-5
Weld stress evaluation Average value
Detailing No
Distance between bolts [d] 2.20 - EN 1993-1-8: tab 3.3
Distance between bolts and edge [d] 1.20 - EN 1993-1-8: tab 3.3
Concrete cone breakout resistance Yes ETAG 001-C
Use calculated αb in bearing check. No EN 1993-1-8: tab 3.4

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