Fin Plate Connection Design

278060792.xls 07/31/2015 04:43:59 1/10

S Job Name : DXB-BRIDGE DESIGN

Calcs by :

Rev ision No.

SAMALSADI

FIN PLATE DESIGN

Member End Actions Total reso;ved compressive forces from braces

=

219.00 N

Total reso;ved tensile forces from braces

=

219.00 N

Compressive force in !"#

=

190.00  N

Tensile force in!"#

=

190.00 N

Compressive force

C

=

#09.00 N

Tensile force

T

=

#09.00 N

$ertical !%ear force

$

=

2&'.00 N

Supporting member

(1 =

)*2 mm

t+1 =

12.)

mm

- Colmn/

"1 =

)&0.' mm

Tf1 =

20.&

mm

1SC4b UC 356X368X153

1 =

19' cm'

r1 =

1'.2

mm

Supporting member

(2 =

*02 mm

t+2 =

10.'

mm

r2 =

- Colmn/

"2 =

22&.* mm

Tf2 =

1#.

mm

(,2 =

SB 3 UB 457X152X52

2 =

129 cm'

n=

0

mm

Connection deti!s rade of bolt

t =

rade of material

Rolled section

Minimum Tensile Strength

4s.b =

5inimm 6ield !tren7t% = (esi7n stren7%t

py.b =

. = !)'' #&0

3lates

5pa

4s.f =

355 5pa

py.f =

Bolt Detils Nominal yield !tren7t% of "olt

3s

=

64! 5pa

4ltimate Tensile !tren7t%

3t

=

00 5pa

rade

.r

=

. "olts

(iameter of "olt d

d

=

20 mm

(iameter of "olt %ole (%

(%

=

22 mm

ross rea of "olt 8 7

b

=

)1# mm2

Tensile !tress area of "olt s

s

=

2#' mm2

No. of bolt ro+s

nr

=

&

No. of bolt colmns

nc

=

1

Total no. of bolts

n

=

&

3itc%

"

=

&' mm

a7e

7

=

0 mm

oriontal d7e distance for member

e)

=

)' mm mm

oriontal d7e distance for plate

e2

=

)' mm mm

#erti$l %n& &istn$e in plte t top

e1

=

)' mm

$ertical nd distance in plate at bottom

e1.1

=

)' mm mm

$ertical nd distance in member at top

et

=

&' mm

$ertical nd distance in member at bottom

eb

=

&&.*

mm

! )'' #&0

5pa

355 5pa

(,1 =

278060792.xls 07/31/2015 04:43:59 2/10


Calcs by :

Revision No.

SAMALSADI

Distn$e beteen *$e o* supporting member E supporte& bem .%n& "roFe$tion0

t1

(

1! mm

)ength o* +n plte

l

=

'20 mm

,i&th o* +n plte

"f

=

0 mm

Thi$-ness o* +n plte

tp

=

1* mm

Thi$-ness o* rein*or$ement

t+rp

=

0 mm

Totl thi$-ness o* eb

t+

=

10.'

mm

)est thi$-ness o* $onne$te& prts

t

=

10.'

mm

r o* sher plnes

Ns

=

End Pro"ection

. 1/160 mm "lte

1

C#ec$ % & Recommended deti!in' (rctice

&'  )'

)(

-To 7ive ade?ate @nominal torsional restraint@

(

3567535 )*0 mm

+,

0.D*

".!.N 199)A1A:200' A Table ).)/ - /

!pacin7 of "olts

(

5inimm spacin7 of bolts

22 &!

(

484 mm

(

5aBimm spacin7 of bolts

14 t or

(

(

min."g0



m."g0

9(

9( Min.e1



 M.e1

2!!mm 147

nd  d7e (istances of "olts

(

5inimm end and ed7e distances of bolts

12  &!

(

264 mm

(

5aBimm end and ed7e distances of bolts

14t or 4!mm

( :p (

147

45

(

tp;
Dor resistance of cross section

ɤ m0

(

1

Dor Concrete

ɤ$

(

1.'

Dor "oltsEFelds

ɤ m2

(

1.2'

ɤmu

(

11

=

(

0.'

Type of fin plate based on t%e len7t%8

!3555556

Recommended deti!in' (rctice stisied

"rtil *$tors

Correlation Dactor

C>%C? @A BA)TS Dor bolts rade

. (

ἂv

(

!6 "! N 199)A1AA 200' Table

-2

(

!

278060792.xls 07/31/2015 04:43:59 3/10


Calcs by :

Revision No.

SAMALSADI

!%ear resistance of bolt

= ἂ v>fb>sE ɤ52

Dv.Rd

4!428 ?

= Tension resistance of bolt

DT.Rd

= G2>fb>sE ɤ52

141!732 ?

=

Check 2: S!!"#$e% &e'( ) *"l$ +#"! - "earin7 of bolts on fin plate and beam +eb/

i @or bolt sher

Bsi$ eGuirement

esultnt @or$e in Bolt group

(

#e&( 9 #&

#%&

(

%$$entri$itH o* @# bout $g o* bolt group

<(

428545 ? t1e3!5.n$/10g

( Sher resistn$e o* bolt group

#&

(

45 mm n@#& sGrtI.1Jn02.Kn02L

(

!%ear resistance of bolt

= ἂ v>fb>sE ɤ52

Dv.Rd

(

4!428 ?

C",,ec$-", %es-,e% $" &e N",)Sl-! ,%e# 'c$"#e% l"'%s

Slip resistn$e o* one bolt

@S&

(



Slip *$tor

m

(



"relo&ing *or$e

@p$

(

!7*ubs

( @S& @or single Nerti$l line o* bolts

Sher resistn$e o* bolt group

(

n2 (

1

n1 (

7

1371552 ? 

J

(

!

O

(

n1;2"2'1;6n1.n1'/10"1'

(



J

(

K

(

6:;n.n10p1

(

!!642857

(

6!!3583 ?

#&

!



428545 SAFE

-- -, !l'$e -, &e'#-,


#%& (9 #&

278060792.xls 07/31/2015 04:43:59 4/10


Calcs by :

Revision No.

SAMALSADI

Bering resistn$e o* bolt group

#&

(

n;sGrtI.1Jn;@b&Ner02.Kn;@b&hor02L

#erti$l Bering resistn$e o* bolt

@b&Ner

(

.-1Jb*up&t0;PM2

( Jb ( min.e1;3&o  .p1;3&o0 / !25 *ub;*up 1!0

e1;3&o (

!53

.p1;3&o0 / !25 (

!8

*ub;*up

17!

( Jb

(

!53

-1 ( Min..28e2;&o0 /170..14p2;&o0/170 250 ( @b&Ner >ori:ontl Bering resistn$e o* bolt

25!

(

1552 ?

@b&hor ( .-1Jb*up&t0;PM2 -1 (

( Min..28e1;&o0 /170 ..14p1;&o0/170 250 25!

Jb ( min.e2;3&o  .p2;3&o0 / !25 *ub;*up 1!0 e1;3&o (

!53

.p2;3&o0 / !25 (

!8

*ub;*up

17!

( Jb

(

@b&hor (


1552 ?

.1Jn;@b&Ner02

(

33%/!!5

.Kn;@b&hor02

(

76%/!!6

#& (

!53

1!1826 ?



4285 SAFE

--- *e'( e& -, &e'#-,



#& (

#%& (9 #&

n;sGrtI.1Jn;@b&Ner02.Kn;@b&hor02L

#erti$l Bering resistn$e o* bolt @b&Ner ( .-1Jb*up&t0;PM2 Jb ( min .e1b;3&o ..p1;3&o0 / !250 *ub;*up 1!0 e1b;3&o

(

118

278060792.xls 07/31/2015 04:43:59 5/10


Calcs by :

Revision No.

SAMALSADI

.p1;3&o0 / !25

(

!8

*ub;*up

(

17!

Jb

(

!8

-1 ( Min..28e2b;&o0 /170 ..14p2;&o0/170 250 ( @b&Ner >ori:ontl Bering resistn$e o* bolt

25!

(

1747 ?

@b&hor ( .-1Jb*up&t0;PM2 -1(

Min..28e1b;&o0..14p1;&o0/170 250 (

25

Jb ( min.e2b;3&o ..p2;3&o0 / !250 *ub;*up 1!0 ( @b&hor

!53

(

1!468181818 ?

.1Jn;@b&Ner02

(

32664%/!!5

.Kn;@b&hor02

(

18472%/!!5


N& (

7881412 ?



428545 SAFE

Check 3: S!!"#$e% &e'( ) C",,ec$-, ele(e,$s

Sher n& ben&ing $p$itH o* +n plte $onne$te& to supporte& bem - She'#  &l"ck $e'#-, " ,!l'$e:

Sher resistn$e o* +n plte is the smller o* sher resistn$e o* gross se$tion net se$tion n& blo$- tering resistn$e Bsi$ reGuirement

#%& (9 #&min

Sher resistn$e o* gross se$tion o* +n plte

#&gros ( hptp*Hp;127Q3PM! (

Sher resistn$e o* net se$tion o* +n plte

13427258 ?

#&net ( Nnet*up;Q3PMu N ( Ie1e11.nr/10pL tp (

et Sher re *ter &e&u$ting holes

Nnet ( N / nr&!tp (

Sher resistn$e o* +n plte

832! mm' 5856 mm'

#&net

(

1444534 ?

"N

(

13427258 ?

278060792.xls 07/31/2015 04:43:59 6/10

TRUCTURAL CALCULATIONS Job No. :

Dilename : 0.00

; C%ecG !taad Htpt ; C%ecG !taad Htpt ; C%ecG !taad Htpt ; C%ecG !taad Htpt ; C%ecG !taad Htpt ; C%ecG !taad Htpt

290.2

12.& '#&.*

mm mm

278060792.xls 07/31/2015 04:43:59 7/10


Dilename : 0.00

SAFE

SAFE

SAFE

e11 e2e3 et eb0 SAFE

11 e2e3 et eb0 SAFE

).#

278060792.xls 07/31/2015 04:43:59 8/10


Dilename : 0.00

278060792.xls 07/31/2015 04:43:59 9/10


Dilename : 0.00

278060792.xls 07/31/2015 04:43:59 10/10


Dilename : 0.00

Fin Plate Connection Design

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