Project: Sambungan Balok-Kolom

Project no: 01
Author: Logika Suharto

Project data
Project name Sambungan Balok-Kolom
Project number 01
Author Logika Suharto
Description
Date 4/24/2023
Design code AISC 360-16

Material
Steel BJ41

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Project: Sambungan Balok-Kolom
Project no: 01
Author: Logika Suharto

Project item CONNECTIONS BEAM TO COLOUMN

Design
Name CONNECTIONS BEAM TO COLOUMN
Description
Analysis Stress, strain/ simplified loading
Design code AISC - LRFD 2016

Beams and columns

β– γ- α- Offset Offset Offset
Forces
Name Cross-section Direction Pitch Rotation ex ey ez
in
[°] [°] [°] [mm] [mm] [mm]
6-
HWF.450.450.21.32 0.0 90.0 0.0 0 0 0 Node
HWF.450.450.21.32(Iw450x450)
B1. 5-
0.0 0.0 0.0 0 0 0 Node
IWF.600.350.19.25 IWF.600.350.19.25(Iw600x350)
B2. 5-
180.0 0.0 0.0 0 0 0 Node
IWF.600.350.19.25 IWF.600.350.19.25(Iw600x350)

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Project: Sambungan Balok-Kolom
Project no: 01
Author: Logika Suharto

Cross-sections
Name Material
6-
BJ41
HWF.450.450.21.32(Iw450x450)
5-
BJ41
IWF.600.350.19.25(Iw600x350)
4 - T150.200(Tw300x300) BJ41
8 - L110 BJ41

Bolts
Diameter fu Gross area
Name Bolt assembly
[mm] [MPa] [mm2]
16 A325M 16 A325M 16 830.0 201
5/8 A325 5/8 A325 16 827.4 198

Load effects (equilibrium not required)

N Vy Vz Mx My Mz
Name Member
[kN] [kN] [kN] [kNm] [kNm] [kNm]
ENVELOPE B1. IWF.600.350.19.25 0.0 0.0 -124.0 0.0 339.8 0.0
B2. IWF.600.350.19.25 0.0 0.0 -124.0 0.0 339.8 0.0

Check

Summary
Name Value Check status
Analysis 100.0% OK
Plates 0.0 < 5.0% OK
Bolts 39.6 < 100% OK
Welds 91.1 < 100% OK
Buckling Not calculated

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Project: Sambungan Balok-Kolom
Project no: 01
Author: Logika Suharto

Plates
Fy Thickness σEd εPl σcEd
Name Loads Check status
[MPa] [mm] [MPa] [%] [MPa]
HWF.450.450.21.32-tfl 1 250.0 32.0 ENVELOPE 52.4 0.0 13.6 OK
HWF.450.450.21.32-bfl 1 250.0 32.0 ENVELOPE 56.5 0.0 13.6 OK
HWF.450.450.21.32-w 1 250.0 21.0 ENVELOPE 79.9 0.0 0.0 OK
B1. IWF.600.350.19.25-tfl 1 250.0 32.0 ENVELOPE 102.5 0.0 17.5 OK
B1. IWF.600.350.19.25-bfl 1 250.0 32.0 ENVELOPE 86.8 0.0 1.6 OK
B1. IWF.600.350.19.25-w 1 250.0 21.0 ENVELOPE 89.4 0.0 2.1 OK
B2. IWF.600.350.19.25-tfl 1 250.0 32.0 ENVELOPE 96.8 0.0 12.9 OK
B2. IWF.600.350.19.25-bfl 1 250.0 32.0 ENVELOPE 87.2 0.0 1.6 OK
B2. IWF.600.350.19.25-w 1 250.0 21.0 ENVELOPE 87.8 0.0 2.1 OK
PLAT ATAS-tfl 1 250.0 20.0 ENVELOPE 104.6 0.0 2.8 OK
PLAT ATAS-w 1 250.0 20.0 ENVELOPE 91.0 0.0 17.5 OK
PLAT BAWAH-tfl 1 250.0 20.0 ENVELOPE 27.0 0.0 13.6 OK
PLAT BAWAH-w 1 250.0 20.0 ENVELOPE 96.1 0.0 1.6 OK
PLAT ATAS.2-tfl 1 250.0 20.0 ENVELOPE 110.1 0.0 3.5 OK
PLAT ATAS.2-w 1 250.0 20.0 ENVELOPE 86.7 0.0 12.9 OK
PLAT BAWAH.2-tfl 1 250.0 20.0 ENVELOPE 27.1 0.0 13.6 OK
PLAT BAWAH.2-w 1 250.0 20.0 ENVELOPE 97.8 0.0 1.6 OK
PLAT TENGAH.2 a-bfl 1 250.0 20.0 ENVELOPE 11.4 0.0 1.8 OK
PLAT TENGAH.2 a-w 1 250.0 20.0 ENVELOPE 12.5 0.0 1.8 OK
PLAT TENGAH.2 b-bfl 1 250.0 20.0 ENVELOPE 11.4 0.0 2.1 OK
PLAT TENGAH.2 b-w 1 250.0 20.0 ENVELOPE 13.4 0.0 2.1 OK
PLAT TENGAH a-bfl 1 250.0 20.0 ENVELOPE 10.6 0.0 2.1 OK
PLAT TENGAH a-w 1 250.0 20.0 ENVELOPE 10.7 0.0 2.1 OK
PLAT TENGAH b-bfl 1 250.0 20.0 ENVELOPE 10.4 0.0 1.8 OK
PLAT TENGAH b-w 1 250.0 20.0 ENVELOPE 11.3 0.0 1.8 OK
STIFF1a 250.0 32.0 ENVELOPE 37.6 0.0 0.0 OK
STIFF1b 250.0 32.0 ENVELOPE 37.9 0.0 0.0 OK
STIFF1c 250.0 32.0 ENVELOPE 32.0 0.0 0.0 OK
STIFF1d 250.0 32.0 ENVELOPE 31.9 0.0 0.0 OK
WID1a 250.0 20.0 ENVELOPE 153.1 0.0 0.0 OK
WID1b 250.0 20.0 ENVELOPE 171.3 0.0 0.0 OK
WID2a 250.0 20.0 ENVELOPE 153.6 0.0 0.0 OK
WID2b 250.0 20.0 ENVELOPE 157.6 0.0 0.0 OK

Design data

fy εlim
Material
[MPa] [%]
BJ41 250.0 5.0

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Project: Sambungan Balok-Kolom
Project no: 01
Author: Logika Suharto

Symbol explanation
εPl Plastic strain
σcEd Contact stress
σEd Eq. stress
fy Yield strength
εlim Limit of plastic strain

Overall check, ENVELOPE

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Project: Sambungan Balok-Kolom
Project no: 01
Author: Logika Suharto

Strain check, ENVELOPE

Equivalent stress, ENVELOPE

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Project: Sambungan Balok-Kolom
Project no: 01
Author: Logika Suharto

Bolts
Ft V ϕRn,bearing Utt Uts Utts
Shape Item Grade Loads Status
[kN] [kN] [kN] [%] [%] [%]
B1 16 A325M - 1 ENVELOPE 0.8 17.6 236.2 0.9 31.4 - OK
B2 16 A325M - 1 ENVELOPE 0.7 17.6 236.2 0.7 31.3 - OK
B3 16 A325M - 1 ENVELOPE 0.2 18.2 236.2 0.3 32.4 - OK
B4 16 A325M - 1 ENVELOPE 0.2 18.2 236.2 0.2 32.4 - OK
B5 16 A325M - 1 ENVELOPE 0.3 19.1 236.2 0.3 34.0 - OK
B6 16 A325M - 1 ENVELOPE 0.3 19.1 236.2 0.3 34.0 - OK
B7 16 A325M - 1 ENVELOPE 8.1 19.8 236.2 8.7 35.3 - OK
B8 16 A325M - 1 ENVELOPE 8.1 19.8 236.2 8.7 35.3 - OK
B9 16 A325M - 1 ENVELOPE 0.7 3.2 236.2 0.8 5.7 - OK
B10 16 A325M - 1 ENVELOPE 0.0 3.4 236.2 0.0 6.0 - OK
B11 16 A325M - 1 ENVELOPE 0.0 3.4 236.2 0.0 6.0 - OK
B12 16 A325M - 1 ENVELOPE 0.7 3.2 236.2 0.7 5.7 - OK
B13 16 A325M - 1 ENVELOPE 24.8 3.0 236.2 26.6 5.3 - OK
B14 16 A325M - 1 ENVELOPE 20.2 3.3 236.2 21.6 5.8 - OK
B15 16 A325M - 1 ENVELOPE 21.9 3.2 236.2 23.4 5.8 - OK
B16 16 A325M - 1 ENVELOPE 24.7 3.0 236.2 26.4 5.3 - OK
B17 16 A325M - 1 ENVELOPE 21.3 5.1 236.2 22.8 9.2 - OK
B18 16 A325M - 1 ENVELOPE 20.2 5.4 236.2 21.7 9.5 - OK
B19 16 A325M - 1 ENVELOPE 20.2 5.4 236.2 21.6 9.6 - OK
B20 16 A325M - 1 ENVELOPE 21.0 5.1 236.2 22.5 9.1 - OK
B21 16 A325M - 1 ENVELOPE 11.0 19.2 236.2 11.8 34.2 - OK
B22 16 A325M - 1 ENVELOPE 11.0 19.2 236.2 11.7 34.3 - OK
B23 16 A325M - 1 ENVELOPE 1.5 20.0 236.2 1.6 35.7 - OK
B24 16 A325M - 1 ENVELOPE 1.5 20.0 236.2 1.6 35.7 - OK
B25 16 A325M - 1 ENVELOPE 0.6 21.1 236.2 0.6 37.6 - OK
B26 16 A325M - 1 ENVELOPE 0.6 21.1 236.2 0.6 37.7 - OK
B27 16 A325M - 1 ENVELOPE 0.1 22.1 236.2 0.1 39.4 - OK
B28 16 A325M - 1 ENVELOPE 0.1 22.1 236.2 0.1 39.5 - OK
B29 16 A325M - 1 ENVELOPE 2.2 2.8 236.2 2.3 5.0 - OK

B30 16 A325M - 1 ENVELOPE 2.1 2.8 236.2 2.2 5.0 - OK

B31 16 A325M - 1 ENVELOPE 0.6 2.4 236.2 0.7 4.3 - OK

B32 16 A325M - 1 ENVELOPE 0.7 2.4 236.2 0.7 4.3 - OK

B33 16 A325M - 1 ENVELOPE 0.3 17.2 236.2 0.3 30.6 - OK
B34 16 A325M - 1 ENVELOPE 0.3 17.2 236.2 0.4 30.6 - OK
B35 16 A325M - 1 ENVELOPE 0.0 17.8 236.2 0.0 31.7 - OK
B36 16 A325M - 1 ENVELOPE 0.0 17.8 236.2 0.0 31.8 - OK
B37 16 A325M - 1 ENVELOPE 0.5 18.7 236.2 0.5 33.4 - OK
B38 16 A325M - 1 ENVELOPE 0.5 18.7 236.2 0.5 33.4 - OK
B39 16 A325M - 1 ENVELOPE 7.9 19.4 236.2 8.5 34.5 - OK
B40 16 A325M - 1 ENVELOPE 8.0 19.4 236.2 8.5 34.6 - OK

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Project: Sambungan Balok-Kolom
Project no: 01
Author: Logika Suharto

Ft V ϕRn,bearing Utt Uts Utts

Shape Item Grade Loads Status
[kN] [kN] [kN] [%] [%] [%]
B41 16 A325M - 1 ENVELOPE 21.3 4.1 236.2 22.8 7.2 - OK
B42 16 A325M - 1 ENVELOPE 18.6 4.2 236.2 20.0 7.4 - OK
B43 16 A325M - 1 ENVELOPE 18.9 4.2 236.2 20.2 7.4 - OK
B44 16 A325M - 1 ENVELOPE 21.4 4.0 236.2 22.9 7.2 - OK
B45 16 A325M - 1 ENVELOPE 23.9 6.6 236.2 25.5 11.7 - OK
B46 16 A325M - 1 ENVELOPE 24.8 6.8 236.2 26.5 12.2 - OK
B47 16 A325M - 1 ENVELOPE 24.7 6.8 236.2 26.5 12.2 - OK
B48 16 A325M - 1 ENVELOPE 23.9 6.6 236.2 25.6 11.7 - OK
B49 16 A325M - 1 ENVELOPE 11.3 19.3 236.2 12.0 34.4 - OK
B50 16 A325M - 1 ENVELOPE 11.3 19.3 236.2 12.1 34.4 - OK
B51 16 A325M - 1 ENVELOPE 1.5 20.1 236.2 1.6 35.9 - OK
B52 16 A325M - 1 ENVELOPE 1.5 20.1 236.2 1.6 35.9 - OK
B53 16 A325M - 1 ENVELOPE 0.6 21.2 236.2 0.6 37.9 - OK
B54 16 A325M - 1 ENVELOPE 0.6 21.2 236.2 0.6 37.9 - OK
B55 16 A325M - 1 ENVELOPE 0.1 22.2 236.2 0.1 39.6 - OK
B56 16 A325M - 1 ENVELOPE 0.1 22.2 236.2 0.1 39.6 - OK
B57 16 A325M - 1 ENVELOPE 2.1 2.9 236.2 2.3 5.2 - OK

B58 16 A325M - 1 ENVELOPE 2.1 2.9 236.2 2.2 5.2 - OK

B59 16 A325M - 1 ENVELOPE 0.6 2.5 236.2 0.6 4.4 - OK

B60 16 A325M - 1 ENVELOPE 0.7 2.5 236.2 0.7 4.5 - OK

B61 5/8 A325 - 2 ENVELOPE 0.6 1.7 246.1 0.6 3.2 - OK

B62 5/8 A325 - 2 ENVELOPE 1.3 4.3 246.1 1.4 7.7 - OK

B63 5/8 A325 - 2 ENVELOPE 3.2 1.1 234.4 3.4 1.9 - OK

B64 5/8 A325 - 2 ENVELOPE 1.6 1.1 234.4 1.7 2.0 - OK

B65 5/8 A325 - 2 ENVELOPE 3.2 1.1 234.4 3.5 2.0 - OK

B66 5/8 A325 - 2 ENVELOPE 1.6 1.1 234.4 1.7 2.0 - OK

B67 5/8 A325 - 2 ENVELOPE 0.5 1.8 246.1 0.5 3.3 - OK

B68 5/8 A325 - 2 ENVELOPE 1.2 3.9 246.1 1.3 7.1 - OK

B69 5/8 A325 - 2 ENVELOPE 2.7 1.0 234.4 3.0 1.9 - OK

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Project: Sambungan Balok-Kolom
Project no: 01
Author: Logika Suharto

Ft V ϕRn,bearing Utt Uts Utts

Shape Item Grade Loads Status
[kN] [kN] [kN] [%] [%] [%]

B70 5/8 A325 - 2 ENVELOPE 1.2 1.1 234.4 1.4 1.9 - OK

B71 5/8 A325 - 2 ENVELOPE 2.7 1.0 234.4 2.9 1.8 - OK

B72 5/8 A325 - 2 ENVELOPE 1.3 1.1 234.4 1.4 1.9 - OK

Design data

ϕRn,tension ϕRn,shear
Grade
[kN] [kN]
16 A325M - 1 93.5 56.1
5/8 A325 - 2 92.0 55.2

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

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Project: Sambungan Balok-Kolom
Project no: 01
Author: Logika Suharto

Welds
Th Ls L Lc Fn ϕRn Ut
Item Edge Xu Loads Status
[mm] [mm] [mm] [mm] [kN] [kN] [%]
HWF.450.450.21.32-bfl 1 STIFF1a E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 24.4 98.1 24.9 OK
E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 16.7 97.6 17.1 OK
HWF.450.450.21.32-w 1 STIFF1a E70xx ◢5.7◣ ◢8.0◣ 386 48 ENVELOPE 10.3 70.5 14.6 OK
E70xx ◢5.7◣ ◢8.0◣ 386 48 ENVELOPE 17.2 68.4 25.2 OK
HWF.450.450.21.32-tfl 1 STIFF1a E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 24.4 98.0 24.9 OK
E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 16.4 97.7 16.8 OK
HWF.450.450.21.32-bfl 1 STIFF1b E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 15.8 97.9 16.2 OK
E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 25.4 97.9 25.9 OK
HWF.450.450.21.32-w 1 STIFF1b E70xx ◢5.7◣ ◢8.0◣ 386 48 ENVELOPE 16.0 67.6 23.7 OK
E70xx ◢5.7◣ ◢8.0◣ 386 48 ENVELOPE 9.7 70.2 13.8 OK
HWF.450.450.21.32-tfl 1 STIFF1b E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 16.1 97.8 16.5 OK
E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 25.2 97.9 25.7 OK
HWF.450.450.21.32-bfl 1 STIFF1c E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 11.8 98.6 11.9 OK
E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 20.9 96.4 21.7 OK
HWF.450.450.21.32-w 1 STIFF1c E70xx ◢5.7◣ ◢8.0◣ 386 48 ENVELOPE 14.8 68.1 21.7 OK
E70xx ◢5.7◣ ◢8.0◣ 386 48 ENVELOPE 8.6 70.0 12.2 OK
HWF.450.450.21.32-tfl 1 STIFF1c E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 12.0 98.5 12.2 OK
E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 23.9 96.3 24.9 OK
HWF.450.450.21.32-bfl 1 STIFF1d E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 20.8 96.5 21.5 OK
E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 11.7 98.6 11.9 OK
HWF.450.450.21.32-w 1 STIFF1d E70xx ◢5.7◣ ◢8.0◣ 386 48 ENVELOPE 8.8 69.1 12.8 OK
E70xx ◢5.7◣ ◢8.0◣ 386 48 ENVELOPE 16.4 68.9 23.8 OK
HWF.450.450.21.32-tfl 1 STIFF1d E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 22.4 96.9 23.1 OK
E70xx ◢5.7◣ ◢8.0◣ 214 54 ENVELOPE 12.2 98.6 12.4 OK
HWF.450.450.21.32-tfl 1 WID1a E70xx ◢4.2◣ ◢6.0◣ 150 25 ENVELOPE 29.7 34.5 86.2 OK
E70xx ◢4.2◣ ◢6.0◣ 150 25 ENVELOPE 29.7 34.5 86.1 OK
B1. IWF.600.350.19.25-bfl 1 WID1a E70xx ◢4.2◣ ◢6.0◣ 199 25 ENVELOPE 25.7 30.7 83.9 OK
E70xx ◢4.2◣ ◢6.0◣ 199 25 ENVELOPE 25.7 30.7 83.9 OK
HWF.450.450.21.32-tfl 1 WID1b E70xx ◢4.2◣ ◢6.0◣ 150 25 ENVELOPE 31.0 34.4 90.1 OK
E70xx ◢4.2◣ ◢6.0◣ 150 25 ENVELOPE 31.0 34.4 90.1 OK
B1. IWF.600.350.19.25-tfl 1 WID1b E70xx ◢4.2◣ ◢6.0◣ 199 25 ENVELOPE 26.4 30.5 86.7 OK
E70xx ◢4.2◣ ◢6.0◣ 199 25 ENVELOPE 26.4 30.5 86.7 OK
HWF.450.450.21.32-bfl 1 WID2a E70xx ◢4.2◣ ◢6.0◣ 150 25 ENVELOPE 29.7 34.5 86.1 OK
E70xx ◢4.2◣ ◢6.0◣ 150 25 ENVELOPE 29.7 34.5 86.1 OK
B2. IWF.600.350.19.25-bfl 1 WID2a E70xx ◢4.2◣ ◢6.0◣ 199 25 ENVELOPE 25.8 30.7 84.1 OK
E70xx ◢4.2◣ ◢6.0◣ 199 25 ENVELOPE 25.8 30.7 84.1 OK
HWF.450.450.21.32-bfl 1 WID2b E70xx ◢4.2◣ ◢6.0◣ 150 25 ENVELOPE 31.3 34.4 91.1 OK
E70xx ◢4.2◣ ◢6.0◣ 150 25 ENVELOPE 31.3 34.4 91.1 OK
B2. IWF.600.350.19.25-tfl 1 WID2b E70xx ◢4.2◣ ◢6.0◣ 199 25 ENVELOPE 26.7 30.5 87.4 OK

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 Project: Sambungan Balok-Kolom
Project no: 01
Author: Logika Suharto

Th Ls L Lc Fn ϕRn Ut
Item Edge Xu Loads Status
[mm] [mm] [mm] [mm] [kN] [kN] [%]
E70xx ◢4.2◣ ◢6.0◣ 199 25 ENVELOPE 26.7 30.5 87.4 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 - 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 -
Plastic
Weld stress evaluation
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
No AISC 360-16: J2-2
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 deformations for hollow section
Geometrical nonlinearity (GMNA) Yes
joints

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