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    FBM06

    Uploaded by

    Damsha Ndahi
    The document provides a static design summary for a proposed entrepreneurship centre. It summarizes the bending moment, shear force, and torsional design of various regions of two structural members, FLBM6-1 and FLBM6-2. For bending, it lists the required and provided reinforcement areas. For shear and torsion, it summarizes the required and provided shear reinforcement. Deflection checks are also noted to comply with requirements.

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    © All Rights Reserved
    Download as DOCX, PDF, TXT or read online from Scribd

    FBM06

    Uploaded by

    Damsha Ndahi
    17 views4 pages
    The document provides a static design summary for a proposed entrepreneurship centre. It summarizes the bending moment, shear force, and torsional design of various regions of two structural members, FLBM6-1 and FLBM6-2. For bending, it lists the required and provided reinforcement areas. For shear and torsion, it summarizes the required and provided shear reinforcement. Deflection checks are also noted to comply with requirements.

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    The document provides a static design summary for a proposed entrepreneurship centre. It summarizes the bending moment, shear force, and torsional design of various regions of two structural members, FLBM6-1 and FLBM6-2. For bending, it lists the required and provided reinforcement areas. For shear and torsion, it summarizes the required and provided shear reinforcement. Deflection checks are also noted to comply with requirements.

    Copyright:

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

    FBM06

    Uploaded by

    Damsha Ndahi
    The document provides a static design summary for a proposed entrepreneurship centre. It summarizes the bending moment, shear force, and torsional design of various regions of two structural members, FLBM6-1 and FLBM6-2. For bending, it lists the required and provided reinforcement areas. For shear and torsion, it summarizes the required and provided shear reinforcement. Deflection checks are also noted to comply with requirements.

    Copyright:

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

    Project Job Ref.

    PROPOSED ENTREPRENEURSHIP CENTRE ADS23001


    Structure Sheet no.
    001EntCentreUpdated 3 Page 1/4
    Calc. by Date Chk'd by Date App'd by Date
    ABF 14-Oct-23 CM 17-Sep-23 CM 17-Sep-23

    FLBM6

    Static Design Summary


    FLBM6 - 1 230x600 - Critical
    Design summary bending top
    Region 1 2 3
    Analysis 3D Building Analysis 3D Building Analysis 3D Building Analysis
    Combination 1 1 1
    MEd 27.2 kNm 0.0 kNm 156.2 kNm
    d 554.0 mm 554.0 mm 533.2 mm
    d2 72.5 mm 72.5 mm 72.5 mm
    K / K' 0.09 0.00 0.58
    z 526.3 mm 0.0 mm 469.4 mm
    Ast,reqd 145 mm2 0 mm2 934 mm2
    Aswa,reqd 0 mm2 0 mm2 0 mm2
    AslT,reqd 0 mm2 0 mm2 0 mm2
    As2,reqd 0 mm2 0 mm2 0 mm2
    Astt,reqd 145 mm2 0 mm2 934 mm2
    As,min 179 mm2 0 mm2 172 mm2
    Ast,prov 230 mm2 230 mm2 1030 mm2
    Top bars 2Y12 2Y12 2Y20 + 2Y16

    Design summary bending bottom


    Region 1 2 3
    Analysis 3D Building Analysis 3D Building Analysis 3D Building Analysis
    Combination 1 1 1
    MEd 53.5 kNm 108.9 kNm 0.0 kNm
    d 527.5 mm 527.5 mm 527.5 mm
    d2 46.0 mm 66.8 mm 66.8 mm
    K / K' 0.20 0.41 0.00
    z 501.1 mm 484.4 mm 0.0 mm
    Ast,reqd 300 mm2 631 mm2 0 mm2
    Aswa,reqd 310 mm2 0 mm2 506 mm2
    AslT,reqd 0 mm2 0 mm2 0 mm2
    As2,reqd 0 mm2 0 mm2 0 mm2
    Astt,reqd 610 mm2 631 mm2 506 mm2
    As,min 170 mm2 170 mm2 170 mm2
    Ast,prov 1256 mm2 1256 mm2 1256 mm2
    Bottom bars 4Y20 4Y20 4Y20

    Tekla Structural Designer; version: 23.2.1.1


    Project Job Ref.
    PROPOSED ENTREPRENEURSHIP CENTRE ADS23001
    Structure Sheet no.
    001EntCentreUpdated 3 Page 2/4
    Calc. by Date Chk'd by Date App'd by Date
    ABF 14-Oct-23 CM 17-Sep-23 CM 17-Sep-23

    Region 1 2 3
    Deflection check - L / d = 10.957 < 39.880 -

    Design summary shear and torsion


    Region Left Center Right
    Length 1.445 m 2.890 m 1.445 m
    Analysis Grillage Chase Down 3D Building Analysis 3D Building Analysis
    Combination 1 1 1
    VEd 79.4 kN 82.7 kN 134.6 kN
    VRd,max 277.1 kN 277.1 kN 277.1 kN
    VRd,c 39.0 kN 39.0 kN 39.0 kN
    Asws,reqd 188 mm2/m 196 mm2/m 318 mm2/m
    Asw,min,reqd 201 mm2/m 201 mm2/m 201 mm2/m
    Asw,prov 527 mm2/m 527 mm2/m 527 mm2/m
    TEd 0.09 kNm 0.08 kNm 0.08 kNm
    TRd,max 32.99 kNm 32.99 kNm 32.99 kNm
    TRd,c 13.41 kNm 13.41 kNm 13.41 kNm
    Aswt,reqd 0 mm2/m 0 mm2/m 0 mm2/m
    Stirrups 2Y10-300 2Y10-300 2Y10-300

    FLBM6 - 2 230x600 - Critical


    Design summary bending top
    Region 1 2 3
    Analysis Grillage Chase Down FE Chase Down 3D Building Analysis
    Combination 1 1 1
    MEd 148.2 kNm 21.8 kNm 58.7 kNm
    d 533.2 mm 554.0 mm 552.0 mm
    d2 48.0 mm 48.0 mm 48.0 mm
    K / K' 0.55 0.07 0.20
    z 473.2 mm 526.3 mm 524.4 mm
    Ast,reqd 878 mm2 116 mm2 314 mm2
    Aswa,reqd 0 mm2 0 mm2 0 mm2
    AslT,reqd 0 mm2 0 mm2 0 mm2
    As2,reqd 0 mm2 0 mm2 0 mm2
    Astt,reqd 878 mm2 116 mm2 314 mm2
    As,min 172 mm2 179 mm2 178 mm2
    Ast,prov 1030 mm2 230 mm2 402 mm2
    Top bars 2Y20 + 2Y16 2Y12 2Y16

    Design summary bending bottom


    Region 1 2 3
    Analysis Grillage Chase Down Grillage Chase Down 3D Building Analysis
    Combination 1 1 1
    MEd 0.0 kNm 72.7 kNm 0.0 kNm
    d 552.0 mm 552.0 mm 552.0 mm
    d2 66.8 mm 66.8 mm 48.0 mm
    K / K' 0.00 0.25 0.00
    z 0.0 mm 524.4 mm 0.0 mm
    Ast,reqd 0 mm2 389 mm2 0 mm2
    Aswa,reqd 389 mm2 0 mm2 292 mm2
    AslT,reqd 0 mm2 0 mm2 0 mm2
    As2,reqd 0 mm2 0 mm2 0 mm2

    Tekla Structural Designer; version: 23.2.1.1


    Project Job Ref.
    PROPOSED ENTREPRENEURSHIP CENTRE ADS23001
    Structure Sheet no.
    001EntCentreUpdated 3 Page 3/4
    Calc. by Date Chk'd by Date App'd by Date
    ABF 14-Oct-23 CM 17-Sep-23 CM 17-Sep-23

    Region 1 2 3
    Astt,reqd 389 mm2 389 mm2 292 mm2
    As,min 178 mm2 178 mm2 178 mm2
    Ast,prov 402 mm2 402 mm2 402 mm2
    Bottom bars 2Y16 2Y16 2Y16
    Deflection check - L / d = 7.418 < 47.757 -

    Design summary shear and torsion


    Region Left Center Right
    Length 1.024 m 2.048 m 1.024 m
    Analysis Grillage Chase Down Grillage Chase Down 3D Building Analysis
    Combination 1 1 1
    VEd 127.3 kN 112.7 kN 72.5 kN
    VRd,max 280.1 kN 280.1 kN 280.1 kN
    VRd,c 39.3 kN 39.3 kN 39.3 kN
    Asws,reqd 298 mm2/m 255 mm2/m 164 mm2/m
    Asw,min,reqd 201 mm2/m 201 mm2/m 201 mm2/m
    Asw,prov 527 mm2/m 527 mm2/m 527 mm2/m
    TEd 0.23 kNm 0.23 kNm 0.23 kNm
    TRd,max 32.99 kNm 32.99 kNm 32.99 kNm
    TRd,c 13.41 kNm 13.41 kNm 13.41 kNm
    Aswt,reqd 0 mm2/m 0 mm2/m 0 mm2/m
    Stirrups 2Y10-300 2Y10-300 2Y10-300

    FLBM6 - 3 230x600 - Critical


    Design summary bending top
    Region 1 2
    Analysis Grillage Chase Down FE Chase Down
    Combination 1 1
    MEd 57.3 kNm 5.8 kNm
    d 552.0 mm 554.0 mm
    d2 46.0 mm 46.0 mm
    K / K' 0.20 0.02
    z 524.4 mm 526.3 mm
    Ast,reqd 307 mm2 31 mm2
    Aswa,reqd 0 mm2 0 mm2
    AslT,reqd 0 mm2 0 mm2
    As2,reqd 0 mm2 0 mm2
    Astt,reqd 307 mm2 31 mm2
    As,min 178 mm2 179 mm2
    Ast,prov 402 mm2 230 mm2
    Top bars 2Y16 2Y12

    Design summary bending bottom


    Region 1
    Analysis FE Chase Down
    Combination 1
    MEd 23.0 kNm
    d 554.0 mm
    d2 48.0 mm
    K / K' 0.08
    z 526.3 mm

    Tekla Structural Designer; version: 23.2.1.1


    Project Job Ref.
    PROPOSED ENTREPRENEURSHIP CENTRE ADS23001
    Structure Sheet no.
    001EntCentreUpdated 3 Page 4/4
    Calc. by Date Chk'd by Date App'd by Date
    ABF 14-Oct-23 CM 17-Sep-23 CM 17-Sep-23

    Region 1
    Ast,reqd 123 mm2
    Aswa,reqd 0 mm2
    AslT,reqd 0 mm2
    As2,reqd 0 mm2
    Astt,reqd 123 mm2
    As,min 179 mm2
    Ast,prov 230 mm2
    Bottom bars 2Y12
    Deflection check L / d = 6.291 < 337.478

    Design summary shear and torsion


    Region Left Center Right
    Length 0.871 m 1.743 m 0.871 m
    Analysis Grillage Chase Down Grillage Chase Down 3D Building Analysis
    Combination 1 1 1
    VEd 52.8 kN 43.2 kN 27.6 kN
    VRd,max 290.0 kN 290.0 kN 290.0 kN
    VRd,c 40.3 kN 40.3 kN 40.3 kN
    Asws,reqd 119 mm2/m 98 mm2/m 62 mm2/m
    Asw,min,reqd 201 mm2/m 201 mm2/m 201 mm2/m
    Asw,prov 527 mm2/m 527 mm2/m 527 mm2/m
    TEd 0.00 kNm 0.00 kNm 0.00 kNm
    TRd,max 32.91 kNm 32.91 kNm 32.91 kNm
    TRd,c 13.38 kNm 13.38 kNm 13.38 kNm
    Aswt,reqd 0 mm2/m 0 mm2/m 0 mm2/m
    Stirrups 2Y10-300 2Y10-300 2Y10-300

    Tekla Structural Designer; version: 23.2.1.1

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