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    Job No. Sheet 1 of 8 Rev Job Title Silwood Park. Ascot. Subject Beam-Column Example 2 Client Berks SLS 7QN Telephone: (01344) 623345 Fax: (01344) 622944 Date 2010

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    lyhalim
    The document is a worked example calculating the suitability of a rolled steel universal beam for use as a column supporting a portal frame. It provides the geometry and material properties of the beam, along with the axial load of 160kN and bending moment of 530kNm applied to the column. It then outlines using Annex B of Eurocode 3 to determine beam-column interaction factors to check if the beam is suitable over the full column height under the given loading.

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    Attribution Non-Commercial (BY-NC)
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    Job No. Sheet 1 of 8 Rev Job Title Silwood Park. Ascot. Subject Beam-Column Example 2 Client Berks SLS 7QN Telephone: (01344) 623345 Fax: (01344) 622944 Date 2010

    Uploaded by

    lyhalim
    5 views1 page
    The document is a worked example calculating the suitability of a rolled steel universal beam for use as a column supporting a portal frame. It provides the geometry and material properties of the beam, along with the axial load of 160kN and bending moment of 530kNm applied to the column. It then outlines using Annex B of Eurocode 3 to determine beam-column interaction factors to check if the beam is suitable over the full column height under the given loading.

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    The document is a worked example calculating the suitability of a rolled steel universal beam for use as a column supporting a portal frame. It provides the geometry and material properties of the beam, along with the axial load of 160kN and bending moment of 530kNm applied to the column. It then outlines using Annex B of Eurocode 3 to determine beam-column interaction factors to check if the beam is suitable over the full column height under the given loading.

    Copyright:

    Attribution Non-Commercial (BY-NC)
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    5 views1 page

    Job No. Sheet 1 of 8 Rev Job Title Silwood Park. Ascot. Subject Beam-Column Example 2 Client Berks SLS 7QN Telephone: (01344) 623345 Fax: (01344) 622944 Date 2010

    Uploaded by

    lyhalim
    The document is a worked example calculating the suitability of a rolled steel universal beam for use as a column supporting a portal frame. It provides the geometry and material properties of the beam, along with the axial load of 160kN and bending moment of 530kNm applied to the column. It then outlines using Annex B of Eurocode 3 to determine beam-column interaction factors to check if the beam is suitable over the full column height under the given loading.

    Copyright:

    Attribution Non-Commercial (BY-NC)
    Download as PDF, TXT or read online from Scribd
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    Worked example

    The S t e ~ l Construction

    589
    Rev

    Job No. Job Title

    Sheet 1 of 8

    Institute

    Silwood Park. Ascot. Berks SLS 7QN Telephone: (01344) 623345 Fax: (01344) 622944
    CALCULATION SHEET

    Subject
    Client

    Beam-column example 2
    I

    Date

    I 2010

    Beam-column example 2 Rolled Universal Beam Problem


    Check the suitability of a 533 x210 x 8 2 U K B in S355 steel for use as a column in a portal frame of clear height 5.6 m if the axial compression is 160kN, the moment at the top of the column is 530kNm and the base is pinned. Bending is about the major axis. The ends o,f the columns are adequately restrained against lateral displacement (i.e. out of plane) and rotation. Use Annex B of BS EN 1993-1-1 to determine the beam-column interaction ,factors.

    Check initially over the full column height. Partial factors:

    y v ( ,= 1.0; yv, = 1.0

    U K N A to BS EN 199.7-1 -1

    Geometric properties.

    h = 528.3 mm; h = 208.8mm; t , = 9.6 mm; tt = 13.2mm; ct/tt = 6.55; c,Jt,+= 49.6; A = 105 cm2 = 10500mm2; i, =21.3 cm =213mm;i, =4.38cm =4.Z.8mm; W,,,, =2060 cm' =2060 x IO'mm'; W,,,, = .ZOO cm' = .ZOO x I 0' mm ' ;
    Material properties: Yield strength J = 355 N/mmz since ti < 16mm

    Steel Building Design: Design Data

    BS E N 10025-2

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