Column+Design+BS8110

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    COLUM DESIGN

    SUPPORT Braced

    lo(m) 3.15

    Eff length ratio()= 0.8

    le(mm)=lo* 2.52h(mm) 225

    b(mm) 225

    lex/h 0.0112

    ley/b 0.0112

    slenderness

    Short Column

    Short Column

    Design Information

    fcu(N/mm2) 20

    fy(N/mm2) 410

    Live load(kN/mm2) 2.5

    Partition allowance(kN/mm2) 1

    Finishes(kN/mm

    2

    ) 1Roof load, dead & Live(kN/mm

    2) 1.5

    Wall load(kN/mm2) 3.47

    Slab thicness (m) 0.15

    Loading

    General:

    Slab load

    Own load (kN/m ) = 3.6

    Finishes(kN/mm2) 1.2

    Partition allowance(kN/mm2) 1

    Total Gk ( kN/m2) = 5.8

    Total load w( kN/m2) = 12.5

    Roof level - 4th

    floor

    Member Sizes

    Roof Beam

    h (m) = 0.45

    b (m) = 0.225

    Beam Length (x-x) (m) 3

    Beam Length (Y-Y) (m) 2.5

    Roof Area supported (m2) 7.5

    Colum size (mm)

    h (m) = 0.45b (m) = 0.225

    Loading on Column

    Roof load (kN) = 16.875

    Beam own load (kN) = 26.411

    Column own & finishes (kN) = 10

    Total load (kN) 53

    4th

    floor - 3rd

    floor Level

    Y

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    Member Sizes

    Floor Beam

    h (m) = 0.45

    b (m) = 0.23

    Beam Length (x-x) (m) 3

    Beam Length (Y-Y) (m) 2.5

    Floor Area supported (m2) 7.5

    Colum size (mm)

    h (m) = 0.45

    b (m) = 0.23

    Loading on Column

    Loading from above (kN) = 53.3611

    Slab load (kN) = 93.900

    Beams/Wall loads (kN) = 96.610

    Column own & finishes (kN) = 10.268

    Total load (kN) 254

    3rd

    floor - 2nd

    floor Level

    Member Sizes

    Floor Beam

    h (m) = 0.45

    b (m) = 0.23

    Beam Length (x-x) (m) 3

    Beam Length (Y-Y) (m) 2.5

    Floor Area supported (m2) 7.5

    Colum size (mm)

    h (m) = 0.45

    b (m) = 0.23

    Loading on Column

    Loading from above (kN) = 254

    Slab load (kN) = 93.900

    Beams/Wall loads (kN) = 96.610

    Column own & finishes (kN) = 10.268

    Total load (kN) 455

    2nd

    floor - 1st

    floor Level

    Member Sizes

    Floor Beam

    h (m) = 0.45

    b (m) = 0.23

    Beam Length (x-x) (m) 3

    Beam Length (Y-Y) (m) 2.5

    Floor Area supported (m2) 7.5

    Colum size (mm)

    h (m) = 0.45

    b (m) = 0.23

    Loading on Column

    Loading from above (kN) = 455

    Slab load (kN) = 93.900

    Beams/Wall loads (kN) = 96.610

    Column own & finishes (kN) = 10.268

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    1st

    floor - Ground floor Level

    Member Sizes

    Floor Beam

    h (m) = 0.45

    b (m) = 0.23Beam Length (x-x) (m) 3

    Beam Length (Y-Y) (m) 2.5

    Floor Area supported (m2) 7.5

    Colum size (mm)

    h (m) = 0.45

    b (m) = 0.23

    Loading on Column

    Loading from above (kN) = 656

    Slab load (kN) = 93.900

    Beams/Wall loads (kN) = 96.610

    Column own & finishes (kN) = 10.268

    Total load (kN) 856

    Fixed End Moments

    Short span slab udl on beam = 1/3 wlx (kN/m)

    Long span slab udl on beam = 1/2 wlx(1-1/3 k ) (kN/m)

    Roof level - 4th

    floor

    Beam location(External,E or Internal,I) i

    lx1 (m) = 5 lx2 (m) = 5

    ly1 (m) = 6 ly2 (m) = 6k1a = 1.20 k1b = 1.20

    k2a = 1.20 k2b = 1.20

    Beam x-x 1(Lx1) Beam x-x 2(Lx2)

    length (m) = 5 length (m) =

    Location(Short span,S or Long span, L) s Location(Short span,S or Long span, L)

    Load from panel1a (kN/m) = 20.87 Load from panel1b (kN/m) =

    Load from panel 2a (kN/m) 20.87 Load from panel 2b (kN/m)

    20.87

    Beam own load (kN/m) = 4.802 Beam own load (kN/m) =

    TOTAL LOAD (kN/M) = 46.54 TOTAL =

    Moment Mx (kNm) = 0.00

    Beam location(External,E or Internal,I) i

    lx1 (m) = 5 lx2 (m) = 5

    ly1 (m) = 6 ly2 (m) = 6

    k1a = 1.20 k1b = 1.20

    k2a = 1.20 k2b = 1.20

    Beam Y-Y 1(LY1) Beam Y-Y 2(LY2)

    length (m) = 5 length (m) =

    Location(Short span,S or Long span, L) s Location(Short span,S or Long span, L)

    Load from panel1a (kN/m) = 20.87 Load from panel1b (kN/m) =

    Load from panel 2a (kN/m) 20.87 Load from panel 2b (kN/m)

    20.87

    Beam own load (kN/m) = 4.802 Beam own load (kN/m) =

    TOTAL LOAD (kN/M) = 46.54 TOTAL =

    Moment MY (kNm) = 0.00

    4th

    floor level 3rd

    floor level

    Slab load on beams on x-x Direction

    Slab load on beams on Y-Y Direction

    p1b

    p2a

    Y

    X XLx1 Lx2

    Ly2

    Ly1

    p2b

    p1a

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    Beam x-x 1(Lx1) Beam x-x 2(Lx2)

    length (m) = 5 length (m) =

    Location(Short span,S or Long span, L) s Location(Short span,S or Long span, L)

    Load from panel1a (kN/m) = 20.87 Load from panel1b (kN/m) =

    Load from panel 2a (kN/m) 20.87 Load from panel 2b (kN/m)

    20.87

    Beam own load (kN/m) = 4.802 Beam own load (kN/m) =

    TOTAL LOAD (kN/M) = 46.54 TOTAL =

    Moment Mx (kNm) = 0.00

    Beam location(External,E or Internal,I) i

    lx1 (m) = 5 lx2 (m) = 5

    ly1 (m) = 6 ly2 (m) = 6

    k1a = 1.20 k1b = 1.20

    k2a = 1.20 k2b = 1.20

    Beam Y-Y 1(LY1) Beam Y-Y 2(LY2)

    length (m) = 5 length (m) =

    Location(Short span,S or Long span, L) s Location(Short span,S or Long span, L)

    Load from panel1a (kN/m) = 20.87 Load from panel1b (kN/m) =

    Load from panel 2a (kN/m) 20.87 Load from panel 2b (kN/m)

    20.87

    Beam own load (kN/m) = 4.802 Beam own load (kN/m) =

    TOTAL LOAD (kN/M) = 46.54 TOTAL =

    Moment MY (kNm) = 0.00

    3rd

    floor level - 2nd

    floor level

    Beam location(External,E or Internal,I) i

    lx1 (m) = 5 lx2 (m) = 5

    ly1 (m) = 6 ly2 (m) = 6

    k1a = 1.20 k1b = 1.20

    k2a = 1.20 k2b = 1.20

    Beam x-x 1(Lx1) Beam x-x 2(Lx2)

    length (m) = 5 length (m) =

    Location(Short span,S or Long span, L) s Location(Short span,S or Long span, L)

    Load from panel1a (kN/m) = 20.87 Load from panel1b (kN/m) =

    Load from panel 2a (kN/m) 20.87 Load from panel 2b (kN/m)

    20.87

    Beam own load (kN/m) = 4.802 Beam own load (kN/m) =

    TOTAL LOAD (kN/M) = 46.54 TOTAL =

    Moment Mx (kNm) = 0.00

    Beam location(External,E or Internal,I) i

    lx1 (m) = 5 lx2 (m) = 5

    ly1 (m) = 6 ly2 (m) = 6

    k1a = 1.20 k1b = 1.20

    k2a = 1.20 k2b = 1.20

    Beam Y-Y 1(LY1) Beam Y-Y 2(LY2)

    length (m) = 5 length (m) =

    Location(Short span,S or Long span, L) s Location(Short span,S or Long span, L)

    Load from panel1a (kN/m) = 20.87 Load from panel1b (kN/m) =

    Load from panel 2a (kN/m) 20.87 Load from panel 2b (kN/m)

    20.87

    Beam own load (kN/m) = 4.802 Beam own load (kN/m) =

    TOTAL LOAD (kN/M) = 46.54 TOTAL =

    Moment MY (kNm) = 0.00

    2nd

    floor level - 1st

    floor level

    Beam location(External E or Internal I) i

    Slab load on beams on Y-Y Direction

    Slab load on beams on Y-Y Direction

    Slab load on beams on x-x Direction

    Slab load on beams on x-x Direction

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    Load from panel1a (kN/m) = 20.87 Load from panel1b (kN/m) =

    Load from panel 2a (kN/m) 20.87 Load from panel 2b (kN/m)

    20.87

    Beam own load (kN/m) = 4.802 Beam own load (kN/m) =

    TOTAL LOAD (kN/M) = 46.54 TOTAL =

    Moment Mx (kNm) = 0.00

    Beam location(External,E or Internal,I) i

    lx1 (m) = 5 lx2 (m) = 5

    ly1 (m) = 6 ly2 (m) = 6

    k1a = 1.20 k1b = 1.20

    k2a = 1.20 k2b = 1.20

    Beam Y-Y 1(LY1) Beam Y-Y 2(LY2)

    length (m) = 5 length (m) =

    Location(Short span,S or Long span, L) s Location(Short span,S or Long span, L)

    Load from panel1a (kN/m) = 20.87 Load from panel1b (kN/m) =

    Load from panel 2a (kN/m) 20.87 Load from panel 2b (kN/m)

    20.87

    Beam own load (kN/m) = 4.802 Beam own load (kN/m) =TOTAL LOAD (kN/M) = 46.54 TOTAL =

    Moment MY (kNm) = 0.00

    1st

    floor level - Ground floor level

    Beam location(External,E or Internal,I) i

    lx1 (m) = 5 lx2 (m) = 5

    ly1 (m) = 6 ly2 (m) = 6

    k1a = 1.20 k1b = 1.20

    k2a = 1.20 k2b = 1.20

    Beam x-x 1(Lx1) Beam x-x 2(Lx2)

    length (m) = 5 length (m) =

    Location(Short span,S or Long span, L) s Location(Short span,S or Long span, L)

    Load from panel1a (kN/m) = 20.87 Load from panel1b (kN/m) =

    Load from panel 2a (kN/m) 20.87 Load from panel 2b (kN/m)

    20.87

    Beam own load (kN/m) = 4.802 Beam own load (kN/m) =

    TOTAL LOAD (kN/M) = 46.54 TOTAL =

    Moment Mx (kNm) = 0.00

    Beam location(External,E or Internal,I) i

    lx1 (m) = 5 lx2 (m) = 5

    ly1 (m) = 6 ly2 (m) = 6

    k1a = 1.20 k1b = 1.20

    k2a = 1.20 k2b = 1.20

    Beam Y-Y 1(LY1) Beam Y-Y 2(LY2)

    length (m) = 5 length (m) =

    Location(Short span,S or Long span, L) s Location(Short span,S or Long span, L)

    Load from panel1a (kN/m) = 20.87 Load from panel1b (kN/m) =

    Load from panel 2a (kN/m) 20.87 Load from panel 2b (kN/m)

    20.87

    Beam own load (kN/m) = 4.802 Beam own load (kN/m) =

    TOTAL LOAD (kN/M) = 46.54 TOTAL =

    Moment MY (kNm) = 0.00

    Slab load on beams on Y-Y Direction

    Slab load on beams on Y-Y Direction

    Slab load on beams on x-x Direction

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    SUPPORT Braced

    lo(m) 3.15

    Eff length ratio()= 0.8

    le(mm)=lo* 2.52

    h(mm) 225

    b(mm) 225

    lex/h 0.0112

    ley/b 0.0112

    Short Column

    Short Column

    Design Information

    fcu(N/mm ) 20

    fy(N/mm2) 410

    Live load(kN/mm2) 2.5

    Partition allowance(kN/mm2) 1Finishes(kN/mm

    2) 1

    Roof load, dead & Live(kN/mm2) 1.5

    Wall load(kN/mm2) 3.47

    Slab thicness (m) 0.15

    Loading

    General:

    Slab load

    Own load (kN/m2) = 3.6

    Finishes(kN/mm2) 1.2

    Partition allowance(kN/mm2) 1

    Total Gk ( kN/m ) = 5.8

    Total load w( kN/m ) =1.4 Gk + 1.6Qk 12.5

    Roof level - 4th

    floor

    Member Sizes

    Roof Beam

    h (m) = 0.3

    b (m) = 0.225

    Beam Length (x-x) (m) 3

    Beam Length (Y-Y) (m) 2.5

    Roof Area supported (m2) 7.5

    Colum size (mm)

    h (m) = 0.45

    b (m) = 0.225

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    Loading on Column

    Roof load (kN) = 16.875

    Beam own load (kN) = 20.174

    Column own & finishes (kN) = 11

    Total load (kN) 48

    4th

    floor - 3rd

    floor Level

    Member Sizes

    Floor Beam

    h (m) = 0.45

    b (m) = 0.23

    Beam Length (x-x) (m) 3

    Beam Length (Y-Y) (m) 2.5

    Floor Area supported (m2) 7.5

    Colum size (mm)

    h (m) = 0.45

    b (m) = 0.23

    Loading on Column

    Loading from above (kN) = 47.6344

    Slab load (kN) = 93.900

    Beams/Wall loads (kN) = 96.610

    Column own & finishes (kN) = 10.268

    Total load (kN) 248

    3rd

    floor - 2nd

    floor Level

    Member Sizes

    Floor Beam

    h (m) = 0.45

    b (m) = 0.23

    Beam Length (x-x) (m) 3

    Beam Length (Y-Y) (m) 2.5

    Floor Area supported (m2) 7.5

    Colum size (mm)

    h (m) = 0.45

    b (m) = 0.23

    Loading on Column

    Loading from above (kN) = 248

    Slab load (kN) = 93.900

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    Beams/Wall loads (kN) = 96.610

    Column own & finishes (kN) = 10.268

    Total load (kN) 449

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    Fixed End Moments

    Short span slab udl on beam = 1/3 wlx (kN/m)

    Long span slab udl on beam = 1/2 wlx(1-1/3 k2) (kN/m)

    Roof level - 4th floor

    Beam location(External,E or Internal,I) i

    lx1 (m) = 6 lx2 (m) =

    ly1 (m) = 5 ly2 (m) =

    k1a = 1.20 k1b =

    k2a = 1.20 k2b =

    Beam x-x 1(Lx1)

    length (m) = 6

    Location(Short span,S or Long span, L) l

    Load from panel1a (kN/m) = 4.81

    Load from panel 2a (kN/m) 4.81

    4.81

    Beam own load (kN/m) = 3.668TOTAL LOAD (kN/M) = 13.29

    Moment Mx (kNm) = 121.37

    Beam location(External,E or Internal,I) i

    lx1 (m) = 5 lx2 (m) =

    ly1 (m) = 6 ly2 (m) =

    k1a = 1.20 k1b =

    k2a = 1.20 k2b =

    Beam Y-Y 1(LY1)

    length (m) = 5

    Location(Short span,S or Long span, L) s

    Load from panel1a (kN/m) = 20.87

    Load from panel 2a (kN/m) 20.87

    20.87

    Beam own load (kN/m) = 3.668

    TOTAL LOAD (kN/M) = 45.40

    Moment MY (kNm) = 0.00

    4th

    floor level - 3rd

    floor level

    Beam location(External,E or Internal,I) i

    lx1 (m) = 6 lx2 (m) =

    ly1 (m) = 5 ly2 (m) =

    k1a = 1.20 k1b =

    k2a = 1.00 k2b =

    Beam x-x 1(Lx1)

    length (m) = 6

    Location(Short span,S or Long span, L) s

    Load from panel1a (kN/m) = 25.04

    Slab load on beams on Y-Y Direction

    Slab load on beams on x-x Direction

    Slab load on beams on x-x Direction

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    Load from panel 2a (kN/m) 20.87

    20.87

    Beam own load (kN/m) = 16.0559

    TOTAL LOAD (kN/M) = 61.96

    Moment Mx (kNm) = 91.30

    Beam location(External,E or Internal,I) i

    lx1 (m) = 5 lx2 (m) =

    ly1 (m) = 6 ly2 (m) =

    k1a = 1.20 k1b =

    k2a = 1.20 k2b =

    Beam Y-Y 1(LY1)

    length (m) = 5

    Location(Short span,S or Long span, L) s

    Load from panel1a (kN/m) = 20.87

    Load from panel 2a (kN/m) 20.87

    20.87

    Beam own load (kN/m) = 17.2655TOTAL LOAD (kN/M) = 59.00

    Moment MY (kNm) = 28.33

    Slab load on beams on Y-Y Direction

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    COLUM DESIGN

    Slenderness

    Y

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    p2a

    Y

    X Lx1

    Ly2

    Ly1p1a

    2a

    Y

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    6 6

    5 5

    1.20 1.20

    1.20

    Beam x-x 2(Lx2)

    length (m) = 6

    Location(Short span, s

    Load from panel1b (k 25.04

    Load from panel 2b (k 25.04

    25.04

    Beam own load (kN/ 3.668TOT 53.75

    5 5

    6 6

    1.20 0.83

    1.20

    Beam Y-Y 2(LY2)

    length (m) = 5

    Location(Short span, s

    Load from panel1b (k 20.87

    Load from panel 2b (k 20.87

    20.87

    Beam own load (kN/ 3.668

    TOT 45.40

    5 5

    6 6

    1.00 0.83

    1.20

    Beam x-x 2(Lx2)

    length (m) = 5

    Location(Short span, s

    Load from panel1b (k 20.87

    X Lx1

    Ly1p1a

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    Load from panel 2b (k 20.87

    20.87

    Beam own load (kN/ 3.668

    TOT 45.40

    5 5

    6 6

    1.20 0.83

    1.20

    Beam Y-Y 2(LY2)

    length (m) = 5

    Location(Short span, s

    Load from panel1b (k 20.87

    Load from panel 2b (k 20.87

    20.87

    Beam own load (kN/ 3.668TOT 45.40


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