Baseplate Australian Standard

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


2/15

a




-"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

=@4 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

=@ 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


3/15

a




> SatisfiedNes Nt>


4/15

a




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


5/15

a




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


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


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

* ,N

1875 ,N

* ,N


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


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


6/15

a





7/15

a




-"ere :

371

3310

371

3 mm


71* ,N


12 ,N

Compression Check

23 ,N

3 ,N

> Satisfied

Shear Check

71* ,N 12 ,N

10 ,N 05 ,N

13 ,N

< satisfied

< Satisfied



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

31 ,N



757 mm

7*0 ,N


707 ,N

282 ,N

Tension Check

283 ,N

=@4 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

=@ 4 mm2

a34 1/* 9 6

c b

(c sErt 6 6

c b

(c2 *=

@ 4

$1


$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


8/15

a




10 ,N

> Satisfied


12*3 ,N (or "oo, bolt

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

-"en

13228 A 4 228 mm 6min 12b

2* mm

215 ,N

> Satisfied

Column nd !elded Check0013 ,N 0080 ,N 0013 ,N

0082 ,N

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

< Satisfied


*03 ,N 707 ,N

25 ,N 25 ,N

15125 ,N

0*7 < 10 Satisfied

Nt> 4

Nes

Nt>

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-

4

Fres

> 4 Nc>

$(4 N

t(4

$+> 4 N

t> 4

$%> 4

6 $( / $+> 6 $(/ $%> 6 Nt(/ Nt> 4


9/15

a




Base'late (or col#mn &)200+200+8+12


200 mm

250 mm

100 mm

200 mm

250 mm

100 mm

12 mm

Pro(ile : &) 200+200+8+12 1 mm

8 mm

2*0 'a

25 'a

*

1 mm not "oo,

ge istance :

30 mm

*5 mm

*5 mm

25000000

Design )orces

133 ,N

31 ,N

1 ,N

2* ,N



* ,N

1875 ,N

* ,N


85333333 ,N

2318 ,N

853 ,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



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


10/15

a




-"ere :

5***33333

5*

11 mm


5852 ,N


15*8 ,N

Compression Check

* ,N

133 ,N

> Satisfied

Shear Check

5852 ,N 15*8 ,N

1 ,N 2* ,N

288 ,N

< Satisfied

< Satisfied




* ,N



113 mm

1111 ,N


707 ,N

282 ,N

Tension Check

283 ,N

305 ,N

=@4 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

=@ 4 mm2

a34 1/* 9 6

c b

(c sErt 6 6

c b

(c2 *=

@ 4

$1


$1

4

mm (illet -ele !P 'roFie along -eb< 80mm lengt" eac" sieF

-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


11/15

a




> SatisfiedNes Nt>


12/15

a







-"en

13228 A 4 228 mm 6min 12b

2* mm

215 ,N

> Satisfied


001* ,N 0021 ,N 0027 ,N

0037 ,N


< Satisfied


*03 ,N 707 ,N

* ,N 725 ,N

,N

03 < 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- 4

Fres

> 4 Nc>

$(4 N

t(4

$+> 4 N

t> 4

$%> 4

6 $(/ $

+> 6 $

(/ $

%> 6 N

t(/ N

t> 4


13/15

a




Base'late (or col#mn &)200+200+8+12


250 mm

300 mm

150 mm

250 mm

300 mm

150 mm

1* mm

Pro(ile : &) 250+250++1* 1 mm

mm

2*0 'a

25 'a

*

1 mm not "oo,

ge istance :

3125 mm

50 mm

50 mm

0000

122500

Design )orces

88 ,N

23 ,N

10 ,N

38 ,N



8* ,N

2700 ,N

8* ,N


5328 ,N

5385 ,N

5 ,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



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


14/15

a




-"ere :

*30233333

*30

503 mm


33 ,N


2**5 ,N

Compression Check

8* ,N

88 ,N

> Satisfied

Shear Check

33 ,N 2**5 ,N

10 ,N 38 ,N

33 ,N

< Satisfied

< Satisfied




553 ,N



113 mm

1111 ,N


707 ,N282 ,N

Tension Check

283 ,N

23 ,N

=@4 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 4mm

2

Nc> / 6+ 2 (

c 4 mm2

=@ 4 mm2

a34 1/* 9 6

c b

(c sErt 6 6

c b

(c2 *=

@ 4

$1


$1

4

mm (illet -ele !P 'roFie along -eb< 125mm lengt" eac" sieF

-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+ (#( 4N

tb4 * + N

(4

Nes

4 min 9 Ns N

- N

b; 4

Nt> 4


15/15

a




> Satisfied




-"en

13228 A 4 228 mm 6min 12b

2* mm

215 ,N

> Satisfied


000 ,N 0033 ,N 0020 ,N

00*0 ,N


< Satisfied


*03 ,N 707 ,N

25 ,N 575 ,N

5 ,N

038 < 10 Satisfied

Nes

Nt>

Ncc

4 08 + nb+ 07 (

c

(A

" 4

Ncc4 08 + 033 6(c?05

+ ='s4

='s

4 + A

2 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 FI>2; 4

F-

4

Fres

> 4 Nc>

$(4 N

t(4

$+> 4 N

t> 4

$%> 4

6 $(/ $

+> 6 $

(/ $

%> 6 N

t(/ N

t> 4

Baseplate Australian Standard

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