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Baseplate Australian Standard

Mar 02, 2018

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  • 7/26/2019 Baseplate Australian Standard

    1/15

    a

    Client Petrosea Date 2/5/2008

    Project / Job: Bontang Coal Terminal Job No: N31702 !"eet No:

    !#bject: C$ 5001 Base Plate Calc#lation B% &D

    Base'late (or col#mn &)*00+200+8+13 at Ta,e #' to-er

    Connection .eometr% :

    *00 mm

    *50 mm

    100 mm

    200 mm

    300 mm

    250 mm

    13 mm

    Pro(ile : &) *00 + 200 + 8 +13 20 mm

    8 mm

    2*0 'a

    25 'a

    *

    2* mm not "oo,

    ge istance :

    35 mm

    70 mm

    70 mm

    135000175000

    Design )orces

    78 ,N

    13 ,N

    77 ,N

    70 ,N

    Connection Design Capacity

    Axial Compression and Shear Check

    - Design strength of concrete foundation in compression

    1512 ,N

    *050 ,N

    1512 ,N

    - Design strength of steel base plate in compression

    11020*1 ,N

    115 ,N

    115 ,N

    c

    4

    i

    4

    sg

    4

    b(c4

    bi

    4

    s'

    4

    t(c

    4

    ti

    4

    t-c

    4

    (%i 4

    (c 4

    nb4

    anc"or

    4

    a1 4 6

    i 05

    c/2 4

    a2

    4 6bi 080b

    (c/2 4

    am4 ma+ 9a

    1a

    2; 4

    Base'late area< =14

    mm2

    Concrete area =2 4 mm2

    Nc> 4

    Nt> 4

    $+> 4

    $%> 4

    Nc 4 min 9 =1+ + 085 (

    c 6=

    1/=

    2?1/2 =

    1+ + 2 (

    c ;

    =1+ + 085 (

    c 6=

    1/=

    2?1/2 4

    =1+ + 2 (

    c 4

    c 4

    Ns 4 min 9 0 + (%i+ t

    12+ =

    1/ 62 + a

    m2 0 + (

    %i+ t

    12+ =

    @/6 2 + a

    32 ;

    0 + (%i+ t

    12+ =

    1/ 62 + a

    m2 4

    0 + (%i+ t

    12+ =

    @/6 2 + a

    32 4

    Ns4

    s'

    c

    i

    bi

    b(

    csg

  • 7/26/2019 Baseplate Australian Standard

    2/15

    a

    Client Petrosea Date 2/5/2008

    Project / Job: Bontang Coal Terminal Job No: N31702 !"eet No:

    !#bject: C$ 5001 Base Plate Calc#lation B% &D

    -"ere :

    *072

    2500

    *072

    301 mm

    - Design Shear Capacity

    3372 ,N

    A- 4 350 mm 078 ,N/mm 6 mm (illet -ele !P< *8

    3*23 ,N

    Compression Check

    115 ,N

    78 ,N

    > Satisfied

    Shear Check

    3372 ,N 3*23 ,N

    77 ,N 70 ,N

    10*1 ,N

    < Satisfied

    < Satisfied

    Axial Tension and Shear Check

    - Design strength of steel base plate in tension

    )or 'ro(ile b(o 4 200 mm 2828 mm

    78 ,N

    - Design strength of fillet weld at base of column

    mm (illet -el !P aro#n col#mn

    1532 mm

    1*8 ,N

    - Design strength of anchor bolts

    112 ,N

    *51* ,N

    Tension Check

    *51 ,N

    13 ,N

    [email protected] ma+ 9 N

    c> / 6 + 085 (

    c + 6 =

    2/6b

    (c+

    c?61/2 N

    c> / 6+ 2 (

    c ;

    Nc> / 6 + 085 (

    c + 6 =

    2/6b

    (c+

    c?61/2 4 mm2

    Nc> / 6+ 2 (

    c 4 mm2

    [email protected] 4 mm2

    a34 1/* 9 6

    c b

    (c sErt 6 6

    c b

    (c2 *=

    @ 4

    $1

    4+ Nc> s"ear (orces resiste b% (riction onl% 4 055

    $1

    4

    mm (illet -ele !P 'roFie along -eb< 175mm lengt" eac" sie

    F-

    4

    F-A

    -4

    Nes

    4 min 9 Nc N

    s;

    Nc> 4

    Nes

    Nc>

    $1

    4 F-A

    -4

    $+> 4 $

    %> 4

    $res> 4 sErt 6$+>2 $%>2

    $res

    > 4

    $res

    > $1

    $res

    > F-A

    -

    Ns 4 + * b(o(

    %it

    i2/1*1* s

    g+ n

    b/2 -"en 1*1* b

    (oG4 c

    Ns 4 + (%i6

    c2 2 b

    (o2 t

    i2/6s

    g+

    c + n

    b/2 -"en 1*1* b

    (oH c

    1*1* + b(o 4

    Ns 4

    A-4

    N-4 F

    -A

    -4

    Nt(4 08 + =

    s+ (

    #(4

    Ntb4 * + N( 4

    Nes

    4 min 9 Ns N

    - N

    b; 4

    Nt> 4

  • 7/26/2019 Baseplate Australian Standard

    3/15

    a

    Client Petrosea Date 2/5/2008

    Project / Job: Bontang Coal Terminal Job No: N31702 !"eet No:

    !#bject: C$ 5001 Base Plate Calc#lation B% &D

    > SatisfiedNes Nt>

  • 7/26/2019 Baseplate Australian Standard

    4/15

    a

    Client Petrosea Date 2/5/2008

    Project / Job: Bontang Coal Terminal Job No: N31702 !"eet No:

    !#bject: C$ 5001 Base Plate Calc#lation B% &D

    Check of Design capacity of concrete to resist pull out

    25055 ,N (or "oo, bolt

    3** ,N (or all bolt e+ce't "oo, bolt

    -"en

    20***2 A 4 288 mm 6min 12b

    3107 mm

    3** ,N

    > Satisfied

    Column nd !elded Check

    0050 ,N 00* ,N 001 ,N

    0113 ,N

    0835 ,N/mm 6 mm (illet -ele !P< Satisfied

    Shear Check " #esisted by anchor bolts - combined tension and shear$

    *2 ,N 112 ,N

    125 ,N 3*75 ,N

    175 ,N

    088 < 10 Satisfied

    Ncc

    4 08 + nb+ 07 (

    c

    (A

    " 4

    Ncc

    4 08 + 033 6(c?05+ =

    's4

    ='s

    4 + A2 4

    A" 4 =

    s+ (

    #(/ 607 + (

    c +

    ( 4

    Ncc

    4

    Ncc

    Ntb

    F+> 4 F

    %> 4 F

    I> 4

    Fres

    > 4 sErt 9F+>2 F

    %>2 F

    I>2; 4

    F- 4F

    res> 4 N

    c>

    $(4 N

    t(4

    $+> 4 N

    t> 4

    $%> 4

    6 $(/ $

    +> 6 $

    (/ $

    %> 6 N

    t(/ N

    t> 4

  • 7/26/2019 Baseplate Australian Standard

    5/15

    a

    Client Petrosea Date 2/5/2008

    Project / Job: Bontang Coal Terminal Job No: N31702 !"eet No:

    !#bject: C$ 5001 Base Plate Calc#lation B% &D

    Base'late (or col#mn &)200+100+55+8 at Ta,e #' to-er

    Connection .eometr% :

    200 mm

    250 mm

    80 mm

    100 mm

    250 mm

    100 mm

    8 mm

    Pro(ile : &) 200+100+55+8 1 mm

    55 mm2*0 'a

    25 'a

    *

    1 mm not "oo,

    ge istance :

    30 mm

    85 mm

    85 mm

    2500

    0000

    Design )orces

    ,N

    10 ,N

    10 ,N

    1 ,N

    Connection Design Capacity

    Axial Compression and Shear Check- Design strength of concrete foundation in compression

    * ,N

    1875 ,N

    * ,N

    - Design strength of steel base plate in compression

    23155 ,N

    2*85 ,N

    23 ,N

    c

    4

    i

    4

    sg

    4

    b(c4

    bi

    4

    s'

    4

    t(c

    4

    ti

    4

    t-c 4(%i

    4

    (c 4

    nb4

    anc"or

    4

    a1 4 6

    i 05

    c/2 4

    a2

    4 6bi 080b

    (c/2 4

    am4 ma+ 9a

    1a

    2; 4

    Base'late area< =14 mm2

    Concrete area =2 4 mm2

    Nc> 4

    Nt> 4

    $+> 4

    $%> 4

    Nc 4 min 9 =1+ + 085 (

    c 6=

    1/=

    2?1/2 =

    1+ + 2 (

    c ;

    =1+ + 085 (

    c 6=

    1/=

    2?1/2 4

    =1+ + 2 (

    c 4

    Nc 4

    Ns 4 min 9 0 + (%i+ t

    12+ =

    1/ 62 + a

    m2 0 + (

    %i+ t

    12+ =

    @/6 2 + a

    32 ;

    0 + (%i+ t

    12+ =

    1/ 62 + a

    m2 4

    0 + (%i+ t

    12+ =

    @/6 2 + a

    32 4

    Ns4

    s'

    c

    i

    bi

    b(

    csg

  • 7/26/2019 Baseplate Australian Standard

    6/15

    a

    Client Petrosea Date 2/5/2008

    Project / Job: Bontang Coal Terminal Job No: N31702 !"eet No:

    !#bject: C$ 5001 Base Plate Calc#lation B% &D

  • 7/26/2019 Baseplate Australian Standard

    7/15

    a

    Client Petrosea Date 2/5/2008

    Project / Job: Bontang Coal Terminal Job No: N31702 !"eet No:

    !#bject: C$ 5001 Base Plate Calc#lation B% &D

    -"ere :

    371

    3310

    371

    3 mm

    - Design Shear Capacity

    71* ,N

    A- 4 170 mm 078 ,N/mm 6 mm (illet -ele !P< *8

    12 ,N

    Compression Check

    23 ,N

    3 ,N

    > Satisfied

    Shear Check

    71* ,N 12 ,N

    10 ,N 05 ,N

    13 ,N

    < satisfied

    < Satisfied

    Axial Tension and Shear Check

    - Design strength of steel base plate in tension

    )or 'ro(ile b(o 4 100 mm 1*1* mm

    31 ,N

    - Design strength of fillet weld at base of column

    mm (illet -el !P aro#n col#mn

    757 mm

    7*0 ,N

    - Design strength of anchor bolts

    707 ,N

    282 ,N

    Tension Check

    283 ,N

    [email protected] ma+ 9 N

    c> / 6 + 085 (

    c + 6 =

    2/6b

    (c+

    c?61/2 N

    c> / 6+ 2 (

    c ;

    Nc> / 6 + 085 (

    c + 6 =

    2/6b

    (c+

    c?61/2 4 mm2

    Nc> / 6+ 2 (

    c 4 mm2

    [email protected] 4 mm2

    a34 1/* 9 6

    c b

    (c sErt 6 6

    c b

    (c2 *=

    @ 4

    $1

    4+ Nc> s"ear (orces resiste b% (riction onl% 4 0

    $1

    4

    mm (illet -ele !P 'roFie along -eb< 85mm lengt" eac" sie

    F-

    4

    F-A

    -4

    Nes

    4 min 9 Nc N

    s;

    Nc> 4

    Nes

    Nc>

    $1

    4 F-A

    -4

    $+

    > 4 $%

    > 4

    $res

    > 4 sErt 6$+>2 $

    %>2

    $res

    > 4

    $res

    > $1

    $res

    > F-A

    -

    Ns 4 + * b(o(

    %it

    i2/1*1* s

    g+ n

    b/2 -"en 1*1* b

    (oG4 c

    Ns 4 + (%i6

    c2 2 b

    (o2 t

    i2/6s

    g+

    c + n

    b/2 -"en 1*1* b

    (oH c

    1*1* + b(o 4

    Ns 4

    A-4

    N-4 F

    -A

    -4

    Nt(4 08 + =

    s+ (

    #(4

    Ntb4 * + N

    (4

    Nes

    4 min 9 Ns N

    - N

    b; 4

  • 7/26/2019 Baseplate Australian Standard

    8/15

    a

    Client Petrosea Date 2/5/2008

    Project /