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    02 Simply Suppported Beam Analysis

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    basit
    The document summarizes the location and loading conditions of a beam and two slabs on the first floor of a building. It provides the dimensions and material properties of the beam and slabs. It then calculates the dead and imposed loads on the slabs from self-weight, finishes, and other sources. The loading from the slabs is transferred to the beam based on shear coefficients for two-way slab action. Finally, bending moment and shear force diagrams are presented for the beam.

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    02 Simply Suppported Beam Analysis

    Uploaded by

    basit
    12 views7 pages
    The document summarizes the location and loading conditions of a beam and two slabs on the first floor of a building. It provides the dimensions and material properties of the beam and slabs. It then calculates the dead and imposed loads on the slabs from self-weight, finishes, and other sources. The loading from the slabs is transferred to the beam based on shear coefficients for two-way slab action. Finally, bending moment and shear force diagrams are presented for the beam.

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    Original Title

    02 SIMPLY SUPPPORTED BEAM ANALYSIS

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    The document summarizes the location and loading conditions of a beam and two slabs on the first floor of a building. It provides the dimensions and material properties of the beam and slabs. It then calculates the dead and imposed loads on the slabs from self-weight, finishes, and other sources. The loading from the slabs is transferred to the beam based on shear coefficients for two-way slab action. Finally, bending moment and shear force diagrams are presented for the beam.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    12 views7 pages

    02 Simply Suppported Beam Analysis

    Uploaded by

    basit
    The document summarizes the location and loading conditions of a beam and two slabs on the first floor of a building. It provides the dimensions and material properties of the beam and slabs. It then calculates the dead and imposed loads on the slabs from self-weight, finishes, and other sources. The loading from the slabs is transferred to the beam based on shear coefficients for two-way slab action. Finally, bending moment and shear force diagrams are presented for the beam.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    of 7

    BEAM LOCATION

    Insert you plan here :

    LOCATION FIRST FLOOR SLAB 1 FS20


    BEAM FF63 SLAB 2 FS21

    BEAM SIZE
    B= 250 mm L= 2.869 m
    H= 400 mm
    LOADING ON SLAB : FS20

    Slab Properties:
    Slab Thickness = 150 mm
    R/C density = 25 kN/m3

    GROUND FLOOR (GB)

    Library
    Slab selfweight = 0.150 x 1.000 x 25 = 3.750 kN/m2
    Finishes:
    Carpet = 0.050 kN/m2
    Ceramic floor tiles = 1.015 kN/m2
    Others dead load:
    Services = 0.10 kN/m2
    Services = 0.10 kN/m2

    Total Dead Load, Gk = 5.02 kN/m2


    Total Imposed Load, Qk = 4.00 kN/m2

    Design action, n = 9.62 kN/m2

    SLAB CLASSIFICTION

    Slab size
    Long span, ly = 2.869 m ~please key-in the slab
    size~
    Short span,lx = 4.897 m
    ly/lx = 0.6 → Two way slab
    LOADING ON SLAB : FS21

    Slab Properties:
    Slab Thickness = 150 mm
    R/C density = 25 kN/m3

    GROUND FLOOR (GB)

    Corridor
    Slab selfweight = 0.150 x 1.000 x 25 = 3.750 kN/m2
    Finishes:
    Carpet = 0.050 kN/m2
    Ceramic floor tiles = 1.015 kN/m2
    Others dead load:
    No load = 0.00 kN/m2
    Services = 0.10 kN/m2

    Total Dead Load, Gk = 4.92 kN/m2


    Total Imposed Load, Qk = 4.00 kN/m2

    Design action, n = 11.42 kN/m2

    SLAB CLASSIFICTION

    Slab size
    Long span, ly = 2.869 m ~please key-in the slab
    size~
    Short span,lx = 2.872 m
    ly/lx = 1.0 → Two way slab
    LOADING ON BEAM

    Beam Properties:
    Beam size, b x h = 250 x 400 mm
    R/C density = 25 kN/m3

    Loading from Slab 1 : Two way slab

    Shear coefficient, βv = 0.6 ~ Refer Table 3.15 (two


    way slab) & βv = 0.5 for
    one way slab (only at long
    Loading from Slab 2 : Two way slab edge, ly) ~

    Shear coefficient, βv = 0.47

    Dead Load, Gk
    Beam selfweight = 0.250 x 0.400 x 25.000 = 1.500 kN/m
    Load from slab 1 = 0.600 x 4.900 x 3.000 = 8.487 kN/m
    Load from slab 2 = 0.470 x 5.900 x 1.524 = 4.496 kN/m
    Brickwall = 3.000 x 1.000 x 2.600 = 7.800 kN/m

    Total Dead Load, Gk = 22.28 kN/m

    Imposed Load, Qk
    Load from slab 1 = 0.600 x 2.000 x 3.685 = 3.464 kN/m
    Load from slab 2 = 0.500 x 2.300 x 1.524 = 1.753 kN/m

    Total Imposed Load, Qk = 5.22 kN/m

    Design load, w = 37.91 kN/m


    BEAM ANALYSIS

    Beam Location : C/1-2 (Gb7)

    w kN/m

    A L B

    DATA:
    L 2m ~please key in the length of beam~
    w 37.908 kN/m
    Mmax -19.02989 kNm
    Vmax 37.984 kN

    Bending Moment Diagram (BMD)


    0.00
    0 0.5 1 1.5 2 2.5
    -2.00
    -4.00
    -6.00
    -8.00
    -10.00
    -12.00
    -14.00
    -16.00
    -18.00
    -20.00

    Shear Force Diagram (SFD)


    50.00
    40.00
    30.00
    20.00
    10.00
    0.00
    0 0.5 1 1.5 2 2.5
    -10.00
    -20.00
    -30.00
    -40.00
    -50.00
    -20.00
    -30.00
    -40.00
    -50.00

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