Project:
Project no:
Author:
Project data
Project name
Project number
Author
Description
Date
2/4/2025
Design code
AISC 360-16
Material
Steel
A572 Gr.50
1/9
Project:
Project no:
Author:
Project item CON1
Design
Name
CON1
Description
Analysis
Stress, strain/ simplified loading
Design code
AISC - ASD 2016
Beams and columns
Name
Cross-section
CH
4 - IPE180
D1
5 - SHS100/100/4.0
β – Direction
[°]
γ - Pitch
[°]
α - Rotation
[°]
Offset ex
[mm]
Offset ey
[mm]
Offset ez
[mm]
0.0
-90.0
0.0
0
0
0
Node
-90.0
0.0
0.0
0
0
60
Node
Forces in
Cross-sections
Name
Material
4 - IPE180
A572 Gr.50
5 - SHS100/100/4.0
A572 Gr.50
2/9
Project:
Project no:
Author:
Cross-sections
Name
Material
4 - IPE180
A572 Gr.50
5 - SHS100/100/4.0
A572 Gr.50
Drawing
Bolts
Name
Diameter
[mm]
Bolt assembly
16 A325M
16 A325M
Gross area
[mm2]
fu
[MPa]
16
830.0
201
Load effects (equilibrium not required)
Name
LE1
Member
N
[kN]
D1
Vy
[kN]
20.0
Vz
[kN]
0.0
Mx
[kNm]
0.0
My
[kNm]
0.0
Mz
[kNm]
0.0
0.0
Check
Summary
Name
Value
Check status
Analysis
100.0%
OK
Plates
0.0 < 5.0%
OK
Bolts
26.7 < 100%
OK
Welds
79.6 < 100%
OK
Buckling
Not calculated
3/9
Project:
Project no:
Author:
Plates
Name
Fy
[MPa]
Thickness
[mm]
Loads
σEd
[MPa]
εPl
[%]
σcEd
[MPa]
Check status
CH-bfl 1
344.7
8.0
LE1
177.0
0.0
0.0
OK
CH-tfl 1
344.7
8.0
LE1
177.0
0.0
0.0
OK
CH-w 1
344.7
5.3
LE1
206.5
0.0
0.0
OK
D1
344.7
4.0
LE1
62.2
0.0
0.0
OK
SP1
344.7
10.0
LE1
165.6
0.0
3.9
OK
CPL2a
344.7
10.0
LE1
40.4
0.0
0.0
OK
CPL2b
344.7
10.0
LE1
115.0
0.0
3.9
OK
Design data
Material
A572 Gr.50
εlim
[%]
fy
[MPa]
344.7
5.0
Overall check, LE1
4/9
Project:
Project no:
Author:
Strain check, LE1
Equivalent stress, LE1
5/9
Project:
Project no:
Author:
Bolts
Shape
Loads
Ft
[kN]
V
[kN]
Rn/ΩBearing
[kN]
Utt
[%]
Uts
[%]
Utts
[%]
16 A325M - 1
LE1
2.2
10.0
63.6
3.5
26.7
-
OK
16 A325M - 1
LE1
2.2
10.0
63.6
3.5
26.7
-
OK
Item
Grade
B1
B2
Status
Design data
Rn/ΩTension
[kN]
Grade
Rn/ΩShear
[kN]
16 A325M - 1
62.3
37.4
Welds
Item
CH-w 1
CPL2a
CPL2a
Edge
SP1
CPL2b
D1
Xu
Th
[mm]
Ls
[mm]
L
[mm]
Lc
[mm]
Fn
[kN]
Rn/Ω
[kN]
E70xx
◢4.2◣
◢6.0◣
119
10
LE1
7.1
E70xx
◢4.2◣
◢6.0◣
119
10
LE1
E70xx
◢4.2◣
◢6.0◣
100
10
E70xx
◢4.2◣
◢6.0◣
100
E70xx
◢4.2◣
◢6.0◣
E70xx
◢4.2◣
◢6.0◣
Ut
[%]
Status
8.9
79.6
OK
7.0
8.9
78.3
OK
LE1
2.0
8.7
23.3
OK
10
LE1
4.1
8.8
46.2
OK
366
10
LE1
1.3
8.2
15.3
OK
366
10
LE1
1.0
9.0
11.5
OK
Loads
Buckling
Buckling analysis was not calculated.
6/9
Project:
Project no:
Author:
Bill of material
Manufacturing operations
Name
Plates
[mm]
Nr.
Welds
[mm]
Length
[mm]
Bolts
Nr.
SP1
P10.0x120.0-100.0 (A572 Gr.50)
1
Double fillet: a = 4.2
120.0
16 A325M
2
CPL2
P10.0x120.0-120.0 (A572 Gr.50)
1
Double fillet: a = 4.2
469.7
16 A325M
2
P10.0x100.0-100.0 (A572 Gr.50)
1
Shape
Welds
Type
Double fillet
Throat thickness
[mm]
Material
E70xx
4.2
Leg size
[mm]
6.0
Length
[mm]
589.7
Bolts
Name
16 A325M
Grip length
[mm]
Count
20
2
Drawing
SP1
7/9
Project:
Project no:
Author:
P10.0x100-120 (A572 Gr.50)
CPL2 - CPL2a
P10.0x120-120 (A572 Gr.50)
8/9
Project:
Project no:
Author:
CPL2 - CPL2b
P10.0x100-100 (A572 Gr.50)
Code settings
Item
Value
Unit
Reference
Friction coefficient - concrete
0.40
-
ACI 349 – B.6.1.4
Friction coefficient in slip-resistance
0.30
-
AISC 360-16 J3.8
Limit plastic strain
0.05
-
Weld stress evaluation
Plastic
redistribution
Detailing
No
Distance between bolts [d]
2.66
-
AISC 360-16 – J3.3
Distance between bolts and edge [d]
1.25
-
AISC 360-16 – J.3.4
Concrete breakout resistance check
Both
Base metal capacity check at weld fusion
face
No
AISC 360-16: J2-2
Cracked concrete
Yes
ACI 318-14 – Chapter 17
Local deformation check
No
Local deformation limit
0.03
Geometrical nonlinearity (GMNA)
Yes
-
CIDECT DG 1, 3 - 1.1
Analysis with large deformations for hollow section
joints
9/9