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    Beam Splice Conecction

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    eduardocid.az
    BEAM SPLICE CONECCTION

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    © All Rights Reserved
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    Beam Splice Conecction

    Uploaded by

    eduardocid.az
    4 views6 pages
    BEAM SPLICE CONECCTION

    Original Title

    BEAM SPLICE CONECCTION

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    © © All Rights Reserved

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    PDF, TXT or read online from Scribd

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    BEAM SPLICE CONECCTION

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    4 views6 pages

    Beam Splice Conecction

    Uploaded by

    eduardocid.az
    BEAM SPLICE CONECCTION

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    You are on page 1of 6

    Project:

    Project no:
    Author:

    Project data
    Project name
    NLAREDO
    Project number
    Author EC
    Description
    Date 3/8/2023
    Design code AISC 360-16

    Material
    Steel A36, A572 Gr.50

    Project item CON2


    Design
    Name CON2
    Description
    Analysis Stress, strain/ simplified loading
    Design code AISC - LRFD

    Beams and columns

    β– γ- α- Offset Offset Offset


    Forces
    Name Cross-section Direction Pitch Rotation ex ey ez
    in
    [°] [°] [°] [mm] [mm] [mm]
    B1 5 - IR 800X250(I800) 0.0 0.0 0.0 0 0 0 Node
    6 - IR
    B2 180.0 0.0 0.0 0 0 0 Node
    800X2502(I800)
    Project:
    Project no:
    Author:

    Cross-sections

    Name Material
    5 - IR 800X250(I800) A572 Gr.50
    6 - IR 800X2502(I800) A572 Gr.50

    Bolts

    Diameter fu Gross area


    Name Bolt assembly
    [mm] [MPa] [mm2]
    1 A325 1 A325 25 825.0 507

    Load effects (equilibrium not required)

    N Vy Vz Mx My Mz
    Name Member
    [kN] [kN] [kN] [kNm] [kNm] [kNm]
    LE1 B1 8.9 0.0 -118.0 0.0 -549.0 0.0

    Check
    Summary

    Name Value Check status


    Analysis 100.0% OK
    Plates 0.0 < 5.0% OK
    Bolts 77.9 < 100% OK
    Welds 75.1 < 100% OK
    Buckling Not calculated

    Plates

    Fy Thickness σEd εPl σcEd


    Name Loads Check status
    [MPa] [mm] [MPa] [%] [MPa]
    B1-bfl 1 344.7 8.0 LE1 310.3 0.0 0.0 OK
    B1-tfl 1 344.7 8.0 LE1 308.0 0.0 0.0 OK
    B1-w 1 344.7 6.3 LE1 289.8 0.0 0.0 OK
    Project:
    Project no:
    Author:
    B2-bfl 1 344.7 8.0 LE1 310.3 0.0 0.0 OK
    B2-tfl 1 344.7 8.0 LE1 256.3 0.0 0.0 OK
    B2-w 1 344.7 6.3 LE1 239.8 0.0 0.0 OK
    PP1a 344.7 19.1 LE1 310.3 0.0 28.0 OK
    PP1b 344.7 19.1 LE1 310.3 0.0 28.0 OK

    Design data

    fy εlim
    Material
    [MPa] [%]
    A572 Gr.50 344.7 5.0

    Symbol explanation

    εPl Plastic strain


    σcEd Contact stress
    σEd Eq. stress
    fy Yield strength
    εlim Limit of plastic strain

    Overall check, LE1


    Project:
    Project no:
    Author:

    Strain check, LE1

    Equivalent stress, LE1

    Bolts

    Shape Item Grade Loads Ft V ϕRn,bearing Utt Uts Utts Status


    Project:
    Project no:
    Author:
    [kN] [kN] [kN] [%] [%] [%]
    B1 1 A325 - 1 LE1 0.0 8.8 390.3 0.0 6.2 - OK
    B2 1 A325 - 1 LE1 0.0 8.8 390.3 0.0 6.2 - OK
    B3 1 A325 - 1 LE1 1.1 7.2 275.5 0.5 5.1 - OK
    B4 1 A325 - 1 LE1 1.1 7.2 275.4 0.5 5.1 - OK
    B5 1 A325 - 1 LE1 0.3 9.8 390.3 0.1 6.9 - OK
    B6 1 A325 - 1 LE1 0.3 9.8 390.3 0.1 6.9 - OK
    B7 1 A325 - 1 LE1 183.6 8.4 390.3 77.9 6.0 - OK
    B8 1 A325 - 1 LE1 183.6 8.4 390.3 77.9 6.0 - OK
    B9 1 A325 - 1 LE1 148.9 7.3 274.6 63.2 5.1 - OK
    B10 1 A325 - 1 LE1 148.8 7.3 274.5 63.2 5.1 - OK
    B11 1 A325 - 1 LE1 94.4 10.2 390.3 40.1 7.2 - OK
    B12 1 A325 - 1 LE1 94.5 10.2 390.3 40.1 7.2 - OK
    B13 1 A325 - 1 LE1 1.3 7.4 274.4 0.5 5.2 - OK
    B14 1 A325 - 1 LE1 142.6 7.2 274.4 60.5 5.1 - OK

    Design data

    ϕRn,tension ϕRn,shear
    Grade
    [kN] [kN]
    1 A325 - 1 235.6 141.4

    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

    Welds

    Th Ls L Lc Fn ϕRn Ut
    Item Edge Xu Loads Status
    [mm] [mm] [mm] [mm] [kN] [kN] [%]
    PP1a B1-bfl 1 E70xx - - 250 - - - - - OK
    PP1a B1-tfl 1 E70xx - - 250 - - - - - OK
    PP1a B1-w 1 E70xx ◢5.6◣ ◢7.9◣ 790 49 LE1 67.6 90.1 75.1 OK
    E70xx ◢5.6◣ ◢7.9◣ 790 49 LE1 67.6 90.1 75.1 OK
    PP1b B2-bfl 1 E70xx - - 250 - - - - - OK
    PP1b B2-tfl 1 E70xx - - 250 - - - - - OK
    PP1b B2-w 1 E70xx ◢5.6◣ ◢7.9◣ 790 49 LE1 67.8 90.3 75.1 OK
    E70xx ◢5.6◣ ◢7.9◣ 790 49 LE1 67.8 90.3 75.1 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
    Project:
    Project no:
    Author:
    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
    No AISC 360-16: J2-2
    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 deformations for hollow
    Geometrical nonlinearity (GMNA) Yes
    section joints

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