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    Structural Calculation/Stress Analysis: Siplan

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    MEPMAN
    1) The document is a structural calculation report for a support structure of type E for a project in Tanger, Morocco. 2) It analyzes a steel I-beam section measuring 41/62/2.5 running 3 meters between two skid supports. 3) The analysis finds a maximum bending moment of 1992 Nm and maximum deflection of 7.06 mm, both within acceptable limits.

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    Structural Calculation/Stress Analysis: Siplan

    Uploaded by

    MEPMAN
    55 views4 pages
    1) The document is a structural calculation report for a support structure of type E for a project in Tanger, Morocco. 2) It analyzes a steel I-beam section measuring 41/62/2.5 running 3 meters between two skid supports. 3) The analysis finds a maximum bending moment of 1992 Nm and maximum deflection of 7.06 mm, both within acceptable limits.

    Original Description:

    calcul pour support

    Original Title

    Hanging System

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    1) The document is a structural calculation report for a support structure of type E for a project in Tanger, Morocco. 2) It analyzes a steel I-beam section measuring 41/62/2.5 running 3 meters between two skid supports. 3) The analysis finds a maximum bending moment of 1992 Nm and maximum deflection of 7.06 mm, both within acceptable limits.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    55 views4 pages

    Structural Calculation/Stress Analysis: Siplan

    Uploaded by

    MEPMAN
    1) The document is a structural calculation report for a support structure of type E for a project in Tanger, Morocco. 2) It analyzes a steel I-beam section measuring 41/62/2.5 running 3 meters between two skid supports. 3) The analysis finds a maximum bending moment of 1992 Nm and maximum deflection of 7.06 mm, both within acceptable limits.

    Copyright:

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

    SiPlan Planning Software

    Sikla GmbH
    In der Lache 17
    78056 VS-Schwenningen

    Tel +49 7720 948-0


    Fax +49 7720 948-337
    e-mail info@sikla.de

    Date 2016-10-31

    Structural Calculation/Stress Analysis


    with safety factors according to Eurocode 3 (DIN EN 1993-1-3 : 2010)

    Project SIEMENS-TANGER

    Unit

    Company VISION MAROC

    Project / Reference Support TYPE E

    Contact

    Nuno Cristvo

    This proof comprises 4 Page [ Signature ]

    This proof is valid only if the conditions on site and the parts used meet with the documentation. It has to be checked regarding plausibility
    and special conditions have to be considered.

    Sikla GmbH Planning Software SiPlan 5.1.22 Reg. 0901 - 001 - 0139 IBJ Softwareentwicklung Jrgens e.K.
    D:\Users\NUNO\Qsync\Marrocos\Clientes\VISION\Siemens\Lote 21\Calculos\Support type E.stk 00174
    Page 2
    SIEMENS-TANGER 2016-10-31

    System data

    Section 41/62/2,5 D L = 3000 mm Including selfweight [x]


    G = 6,270 kg/m Wel = 17,38 cm^3 Iel = 107,75 cm^4
    x = 0 mm
    Specific safety factors Material M = 1,1 Force F = 1,35 (permanent)
    Material properties Yield strength fy,k = 235,0 N/mm^2
    Perm. bending stress fy,zul = 158,2 N/mm^2
    Youngs Mod. = 210 kN/mm^2

    Concentrated load
    coordinates Load Moment
    Description x [mm] y [mm] Direction F [kN] M [kN]
    Pipe S 219,1x5,9 Steel 400 2000 y 1,905 -
    Span = 3,00 m DIN 2448 (EN 10220) Water 1,0 g/cm^3 / Insulation without
    Pipe S 168,3x4,5 Steel 700 2000 y 1,121 -
    Span = 3,00 m DIN 2448 (EN 10220) Water 1,0 g/cm^3 / Insulation without
    Pipe S 168,3x4,5 Steel 1000 2000 y 1,121 -
    Span = 3,00 m DIN 2448 (EN 10220) Water 1,0 g/cm^3 / Insulation without
    Pipe S 76,1x2,9 Steel 1300 2000 y 0,268 -
    Span = 3,00 m DIN 2448 (EN 10220) Water 1,0 g/cm^3 / Insulation without

    Distributed loads
    coordinates UDL Total load
    Description xqa [mm] xqe [mm] [kN/m] [kN]
    Channel 41/62/2,5 D 0 3000 0,062 0,185 Self-weight

    Support/ Fixing
    Position/Deflection Reactions and moments
    Description x [mm] y [mm] dy [mm] Fx [kN] Fy [kN] M [kNm]
    Skid 0 2000 0,00 0,00 3,50 0,00
    Skid 3000 2000 0,00 0,00 1,10 0,00

    Errors and warnings

    This proof is valid only if the conditions on site and the parts used meet with the documentation. It has to be checked regarding plausibility
    and special conditions have to be considered.

    Sikla GmbH Planning Software SiPlan 5.1.22 Reg. 0901 - 001 - 0139 IBJ Softwareentwicklung Jrgens e.K.
    D:\Users\NUNO\Qsync\Marrocos\Clientes\VISION\Siemens\Lote 21\Calculos\Support type E.stk 00174
    Page 3
    SIEMENS-TANGER 2016-10-31

    Design with moment diagram and deflection curve - Section 41/62/2,5 D

    Strain and deflection of the beam


    Bending moment Mb,max = 1992,0 Nm Mb,min = 0,0 Nm
    Bending stresses fy,max = 114,6 N/mm^2 fy,zul = 158,2 N/mm^2
    Deflections d max = 7,06 mm d min = 0,00 mm
    The maximum deflection is < L/400 within section [0 - 3000]

    This proof is valid only if the conditions on site and the parts used meet with the documentation. It has to be checked regarding plausibility
    and special conditions have to be considered.

    Sikla GmbH Planning Software SiPlan 5.1.22 Reg. 0901 - 001 - 0139 IBJ Softwareentwicklung Jrgens e.K.
    D:\Users\NUNO\Qsync\Marrocos\Clientes\VISION\Siemens\Lote 21\Calculos\Support type E.stk 00174
    Page 4
    SIEMENS-TANGER 2016-10-31

    Load of fixing elements


    coordinates Fy perm Fy actual Moment Fx perm Fx actual
    Component x [mm] y [mm] kN kN kNm kN kN
    Skid 0 2000 3,50 0,00 0,00
    Skid 3000 2000 1,10 0,00 0,00

    Anchor calculation
    coordinates Normal force Shear force Res. Force/
    Component x [mm] y [mm] kN kN anchor
    kN

    Notes

    Remarks on project

    Path and file name


    D:\Users\NUNO\Qsync\Marrocos\Clientes\VISION\Siemens\Lote 21\Calculos\Support type E.stk

    This proof is valid only if the conditions on site and the parts used meet with the documentation. It has to be checked regarding plausibility
    and special conditions have to be considered.

    Sikla GmbH Planning Software SiPlan 5.1.22 Reg. 0901 - 001 - 0139 IBJ Softwareentwicklung Jrgens e.K.
    D:\Users\NUNO\Qsync\Marrocos\Clientes\VISION\Siemens\Lote 21\Calculos\Support type E.stk 00174

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