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Project data
Project name
Project number
Author
Description
Date 2/27/2023
Design code AISC 360-16
Material
Steel A36
Project item CON1
Design
Name CON1
Description
Analysis Stress, strain/ simplified loading
Design code AISC - LRFD 2016
Beams and columns
β– α-
Cross- γ - Pitch Offset ex Offset ey Offset ez
Name Direction Rotation Forces in
section [°] [mm] [mm] [mm]
[°] [°]
C 3 - I300 0.0 -15.0 0.0 0 0 0 Node
B 4 - I350 0.0 90.0 0.0 0 0 0 Node
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Cross-sections
Name Material
3 - I300 A36
4 - I350 A36
Bolts
Diameter fu Gross area
Name Bolt assembly
[mm] [MPa] [mm2]
16 A325M 16 A325M 16 830.0 201
Load effects (equilibrium not required)
N Vy Vz Mx My Mz
Name Member
[kN] [kN] [kN] [kNm] [kNm] [kNm]
LE1 C 0.0 0.0 -35.0 0.0 -78.0 0.0
C 0.0 0.0 -30.0 0.0 78.0 0.0
Check
Summary
Name Value Check status
Analysis 100.0% OK
Plates 0.0 < 5.0% OK
Bolts 6.3 < 100% OK
Welds 16.4 < 100% OK
Buckling Not calculated
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Plates
fy Thickness σEd εPl σcEd Check
Name Loads
[MPa] [mm] [MPa] [%] [MPa] status
C-bfl 1 248.2 9.0 LE1 173.5 0.0 8.5 OK
C-tfl 1 248.2 9.0 LE1 159.7 0.0 0.0 OK
C-w 1 248.2 6.3 LE1 134.7 0.0 0.0 OK
B-bfl 1 248.2 9.0 LE1 31.8 0.0 0.0 OK
B-tfl 1 248.2 9.0 LE1 45.5 0.0 0.0 OK
B-w 1 248.2 6.3 LE1 47.9 0.0 0.0 OK
EP1 248.2 10.0 LE1 28.3 0.0 20.9 OK
STIFF1a 248.2 9.0 LE1 37.6 0.0 0.0 OK
STIFF1b 248.2 9.0 LE1 37.6 0.0 0.0 OK
STIFF1c 248.2 9.0 LE1 47.7 0.0 0.0 OK
STIFF1d 248.2 9.0 LE1 47.7 0.0 0.0 OK
Design data
fy εlim
Material
[MPa] [%]
A36 248.2 5.0
Symbol explanation
εPl Plastic strain
σcEd Contact stress
σEd Eq. stress
fy Yield strength
εlim Limit of plastic strain
Overall check, LE1
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Strain check, LE1
Equivalent stress, LE1
Bolts
Shape Item Grade Loads Ft V ϕRn,bearing Utt Uts Utts Sta
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[kN] [kN] [kN] [%] [%] [%]
16
B1 A325M - LE1 0.9 3.5 103.7 1.0 6.3 - OK
1
16
B2 A325M - LE1 0.9 3.5 103.7 1.0 6.3 - OK
1
16
B3 A325M - LE1 1.2 3.5 103.7 1.2 6.2 - OK
1
16
B4 A325M - LE1 1.1 3.5 103.7 1.2 6.2 - OK
1
Design data
ϕRn,tension ϕRn,shear
Grade
[kN] [kN]
16 A325M - 1 93.5 56.1
Symbol explanation
Ft Tension force
V Resultant of shear forces Vy, Vz in bolt
ϕRn,bearing Bolt bearing resistance
Utt Utilization in tension
Uts Utilization in shear
Utts Utilization in tension and shear
ϕRn,tension Bolt tension resistance AISC 360-16 J3.6
ϕRn,shear Bolt shear resistance AISC 360-16 – J3.8
Weld sections
Th Ls L Lc Fn ϕRn Ut
Item Edge Xu Loads Status
[mm] [mm] [mm] [mm] [kN] [kN] [%]
◢10.0
EP1 B-bfl 1 E70xx ◢7.1◣ 149 25 LE1 5.4 55.8 9.6 OK
◣
◢10.0
E70xx ◢7.1◣ 149 25 LE1 9.0 57.3 15.8 OK
◣
◢10.0
EP1 B-tfl 1 E70xx ◢7.1◣ 149 25 LE1 9.4 57.2 16.4 OK
◣
◢10.0
E70xx ◢7.1◣ 149 25 LE1 8.2 55.4 14.8 OK
◣
◢10.0
EP1 B-w 1 E70xx ◢7.1◣ 352 25 LE1 5.8 57.2 10.2 OK
◣
◢10.0
E70xx ◢7.1◣ 352 25 LE1 5.8 57.2 10.2 OK
◣
STIFF1
C-bfl 1 E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 3.5 50.6 7.0 OK
a
E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 2.6 56.6 4.6 OK
STIFF1
C-w 1 E70xx ◢6.4◣ ◢9.0◣ 277 35 LE1 2.2 71.1 3.1 OK
a
E70xx ◢6.4◣ ◢9.0◣ 277 35 LE1 2.0 70.7 2.9 OK
STIFF1
C-tfl 1 E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 2.9 53.9 5.4 OK
a
E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 3.9 50.4 7.8 OK
C-bfl 1 STIFF1 E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 2.6 56.6 4.6 OK
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b
E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 3.5 50.7 6.9 OK
STIFF1
C-w 1 E70xx ◢6.4◣ ◢9.0◣ 277 35 LE1 2.0 70.7 2.9 OK
b
E70xx ◢6.4◣ ◢9.0◣ 277 35 LE1 2.2 71.1 3.1 OK
STIFF1
C-tfl 1 E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 3.9 50.5 7.8 OK
b
E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 2.9 53.9 5.4 OK
STIFF1
C-bfl 1 E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 5.3 60.1 8.8 OK
c
E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 3.9 62.4 6.3 OK
STIFF1
C-w 1 E70xx ◢6.4◣ ◢9.0◣ 277 35 LE1 2.3 64.6 3.6 OK
c
E70xx ◢6.4◣ ◢9.0◣ 277 35 LE1 2.4 66.8 3.7 OK
STIFF1
C-tfl 1 E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 3.7 61.5 5.9 OK
c
E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 4.5 58.7 7.7 OK
STIFF1
C-bfl 1 E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 3.9 62.4 6.3 OK
d
E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 5.3 60.1 8.8 OK
STIFF1
C-w 1 E70xx ◢6.4◣ ◢9.0◣ 277 35 LE1 2.4 66.8 3.7 OK
d
E70xx ◢6.4◣ ◢9.0◣ 277 35 LE1 2.3 64.6 3.6 OK
STIFF1
C-tfl 1 E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 4.5 58.7 7.7 OK
d
E70xx ◢6.4◣ ◢9.0◣ 65 33 LE1 3.7 61.5 5.9 OK
Symbol explanation
Th Throat thickness of weld
Ls Leg size of weld
L Length of weld
Lc Length of weld critical element
Fn Force in weld critical element
ϕRn Weld resistance AISC 360-16 J2.4
Ut Utilization
Buckling
Buckling analysis was not calculated.
Code settings
Item Value Unit Reference
Friction coefficient -
0.40 - ACI 349 – B.6.1.4
concrete
Friction coefficient in slip-
0.30 - AISC 360-16 J3.8
resistance
Limit plastic strain 0.05 -
Weld stress evaluation Plastic redistribution
Detailing No
Distance between bolts [d] 2.66 - AISC 360-16 – J3.3
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Distance between bolts
1.25 - AISC 360-16 – J.3.4
and edge [d]
Concrete breakout
Both
resistance check
Base metal capacity check
No AISC 360-16: J2-2
at weld fusion face
Cracked concrete Yes ACI 318-14 – Chapter 17
Local deformation check No
Local deformation limit 0.03 - CIDECT DG 1, 3 - 1.1
Analysis with large
Geometrical nonlinearity
Yes deformations for hollow
(GMNA)
section joints
