bulk 54 (2+36)-SCANTLING FINAL (1)

8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)

1/84

SCANTLING CALCULATIONS FOR 54Rule Dimensions IRS_Part-3_Chapter-1

S.No. Item Symbol

1 Rule Lenth L

2 Breadth B

3 Depth D

4 Draught T

5 Blo! Co-e""iient

# Load Line length

$ Speed V

% Sti""ner Spaing &longitudinal' s

( Sti""ner Spaing &trans)erse' s

*aterials o" Constrution+

S.No. Item Symbol

1 *aterial ,ator ,or rdinar. Strutural Steel+ K

prinipal "or santlings and struture details

S.No. Item Symbol

,rame Spaing+

,rame Spaing Bt/n a"t pea! and 0+2L "rom ,+P

1 rans)erse ,raming s

Pro)ided alue

2 Longitudinal ,raming s

Pro)ided alue

3 In pea!s and ransom Stern

4 Bet/een Collosion Bh!d+ and 0+2L "rom ,+P

Design Loads+

S.No. Item Symbol

Roll angle

C b

L L


2/84

1 Roll angle φ

2 c

3 Period o" roll

4 d

5 Roll radius o" g.ration Kr

# *etaentri eight GM

Pith angle

$ Pith angle θ

%ommon aeleration parameter ao( Cw

10 Cv

Longtudinal Strength

S+o+ Item Symbol

Still ater Bending *oment

1 Still ater Bending *oment Ms

2 ,or sagging Ms

3 Cwu

4 ,or hogging Ms

Still /ater shear "ore

5 Design still /ater shear "ore QS

# Ksq$ QSO

Design Loads+

S.No. Item Symbol

a)e Bending *oment

1 a)e Bending *oment Mw

2 ,or sagging MS

3 CWU

T r


3/84

4 Redution ,ator &oastal )essel' Rs

5 ,or hogging Ms

otal Bending *oment

# ,or hogging M

$ ,or sagging M

% *a6imum moment M

a)e Shear ,ore

( a)e Shear ,ore at midship10

Design Loads+

S.No. Item Symbol

1 ull setion modulus o" midship Z

2 Bending Stress

3 *inimum ull setion modulus o" midship Zmi

4

*oment o" Inertia

5 *oment o" inertia o" hull setion

#

Bottom Struture

S.No. Item Symbol

Centre 7irder

1 *inimum Depth o" entre girder d

2 Pro)ided depth o" the entre girder d

3 *inimum hi!ness !

Qw K

wq

" L

C #

$

Z R


4/84

4 Pro)ided thi!ness !

Bottom Struture

S.No. Item Symbol

Side 7irder

1 *inimum hi!ness !


Bottom Struture

S.No. Item Symbol

Bottom shell &outer 8ottom'

1 ertial distane "rom load point to top o" the tan! %s

2 ertial distane "rom load point to top o" air pipe %&

3 9th/artship dist "rom load point to tan! orner b

4 Longitudinal dist "rom load point to top o" tan! orner '

5 Po & "or L:(0 ' (o

# Lo/est design Ballast Draught amidships Tb

$ ;6ternal sea pressure at the outer 8ottom ()*

%

(

10

11 ertial distane 8et/een loadline and 8aseline +

12 ;6ternal sea pressure at 8allast dra"t ()*

13 Sti""ner spaing s

Internal pressure

1 Densit. o" argo ,

2 9eleration due to gra)it. -

3


5/84

4 Com8ined )ertial aeleration av

5 P1 &internal Pressure' (#

# P2 &internal Pressure' (.

$ P3 &internal Pressure' (/

% P4 &internal Pressure' (0

( P5 &internal Pressure' (1

10 et pressure in 8allast ondition ()!

11 *a6imum pressure (ma*

hi!ness

1 Bending stress "

2 !o

3 !

4 Corrosion thi!ness addition !c

5 *inimum thi!ness re=uired "or 8ottom plating !

# Pro)ided thi!ness "or 8ottom plating !

Setion modulus

1 Span '

2 Bending Stress "

3 *inimum setion modulus o" outer 8ottom longitudinals Z

4 eight o" /e8 %w

5 /idth o" "lange b2

# Corrosion addition "or setion modulus Zc

$ Setion modulus pro)ided Z

Bilge plate and !eel plate

1 Bilge plating thi!ness !

2 hi!ness o" !eel plate !


6/84

3 *inimum /idth o" !eel plate w

4 Pro)ided /idth o" !eel plate w

Inner Bottom



3 Densit. o" argo ,car-o

4 Depth to "ree8oard de! D2

5 (o

# (#

$ (.

% (/

( eight to top o" hath/a. oaming 3

10 Design pressure in the /a. o" argo holds (car-o


12 Design pressure in the /a. o" holds "or 8allast (

13 *a6imum pressure on inner hull (ma*

hi!ness

1 Bending Stress "

2 hi!ness !

3 *inimum thi!ness re=uirement !


Setion modulus

1 Span '

2 Bending Stress "

3 *inimum setion modulus o" inner 8ottom longitudinals Z

4 eight o" /e8 %w


7/84




opper Plate

S.No. Item Symbol

opper plate



3 9th/artship dist "rom load point to tan! orner b

4 Longitudinal dist "rom load point to top o" tan! orner '

5 Po & "or L:(0 ' (o



%

(

10




Internal pressure 8. /ater

1 Densit. o" /ater ,


3


8/84




opper Plate

S.No. Item Symbol

opper plate



3 9th/artship dist "rom load point to tan! orner b4 Longitudinal dist "rom load point to top o" tan! orner '

5 Po & "or L:(0 ' (o



%

(

10




Internal pressure 8. argo

1 Densit. o" argo ,2 9eleration due to gra)it. -

3


9/84

% P4 &internal Pressure' (0





hi!ness

1 Bending stress "

2 !o

3 !




,loor alulations

S.No. Item Symbol

Pressure



3 Depth o" "ree8oard de! D2

4 Densit. o" argo ,car-o

5 Po & "or L:(0 ' (o

# P1 (#

$ P2 (.

% P3 (/

( Pressure (


hi!ness

1 Bending Stress "


10/84


11/84


Side Struture

S.No. Item Symbol

Side Struture Part-1



3 ertial distane "rom summer load /aterline to loadpoint %o

4 Longitudinal distane "rom load point to top o" tan! orner '

5 9th/artship distane "rom load point to tan! orner b

# Densit. o" argo ,

$ Sti""ener spaing s

% Corretion "ator "or aspet ratio o" plate "ield 2a

( a!en )alue 2a

10 Corretion "ator "or ur)ature perpendiular to the sti""ners 2r

11 ;6ternal Sea pressure &8elo/ /aterline' ()*!

Pressure

1 Densit. o" argo ,


3


12/84


hi!ness o" side shell plating

1 Bending Stress "

2 hi!ness !

3 c

4 *inimum thi!ness !


Setion modulus side shell longitudinals

1 Span '

2 Bending Stress "

3 *inimum setion modulus Z

4 eight o" /e8 %w




Inner Side Shell

Pressure

1 Pressure on inner side shell (

hi!ness o" inner side shell plating

1 Bending Stress "

2 hi!ness !

3 c




13/84

Setion modulus inner side shell longitudinals

1 Span '

2 Bending Stress "


4 eight o" /e8 %w




Side Struture

S.No. Item Symbol

Side Struture part-2






# Densit. o" argo ,

$ Corretion "ator "or aspet ratio o" plate "ield 2a

% a!en )alue 2a

( Corretion "ator "or ur)ature perpendiular to the sti""ners 2r

10;6ternal Sea pressure &8elo/ /aterline' ()*!

Pressure

1 Densit. o" argo ,


3


14/84

# P1 &internal Pressure' (#

$ P2 &internal Pressure' (.

% P3 &internal Pressure' (/


10 P5 &internal Pressure' (1

11 Pressure (



hi!ness

1 Bending Stress "

2 hi!ness !

3 c



Setion modulus side shell longitudinals

1 Span '

2 Bending Stress "


4 eight o" /e8 %w




Inner Side Shell

Pressure



15/84


1 Bending Stress "

2 hi!ness !

3 c




1 Span '

2 Bending Stress "


4 eight o" /e8 %w




Side Struture

S.No. Item Symbol

Side Struture part-3






# Densit. o" argo ,

$ Corretion "ator "or aspet ratio o" plate "ield 2a

% a!en )alue 2a

( Corretion "ator "or ur)ature perpendiular to the sti""ners 2r

10 ;6ternal Sea pressure &8elo/ /aterline' ()*!


16/84

Pressure

1 Densit. o" argo ,


3


17/84



Inner Side Shell

Pressure



1 Bending Stress "

2 hi!ness !3 c




1 Span '

2 Bending Stress "


4 eight o" /e8 %w




*ain "rames

1 Design pressure (

2 Span '

3 Bending Stress "

4 *inimum setion modulus o" main "rames Z

5 eight o" /e8 %w


18/84

# /idth o" "lange b2

$ Corrosion addition "or setion modulus Zc

% *inimum setion modulus o" main "rames Z

( Setion modulus pro)ided Z

*ain ,rame Bra!ets

1 >pper Bra!ets

Setion modulus Z

Setion modulus Z

2 Lo/er Bra!ets

Setion modulus Z

Setion modulus Z

3 Length o" 8ra!ets

"or upper 8ra!ets

"or lo/er 8ra!ets

De! Struture

S.No. Item Symbol

Deck plt!"#

1 Cw

2




# ertial distane "rom load point to top o" air pipe %&

Pressure

1 Pressure on de! plating (

K s


19/84


20/84


3 Bending Stress "

4 m


# eight o" /e8 %w

$ /idth o" "lange b2

% Corrosion addition "or setion modulus Zc

( Setion modulus pro)ided Z

De! Struture S.No. Item Symbol

$lt%o&m 'eck (

1 Cw

2





$ Densit. ,

% eight upto top o" the hath oaming 3

Pressure


2 De! argo load q

2 *inimum pressure (

3 (o

3 Pressure on de! "orming tan! 8oundaries (#

4 (.

5 et Pressure ()!

hi!ness

K s


21/84

1 Bending Stress "

2 hi!ness !


4 !o


# Pro)ided thi!ness !

Setion modulus o" longitudinals on plat"orm 1

1 Span '

2 Bending Stress "


4 eight o" /e8 %w




De! Struture

S.No. Item Symbol

$lt%o&m 'eck )

1 Cw

2





$ Densit. o" argo ,


Pressure


K s


22/84

2 De! argo load q

2 *inimum pressure (

3 (o


4 (.

5 et Pressure ()!

hi!ness

1 Bending Stress "

2 hi!ness !


4 !o




1 Span '

2 Bending Stress "


4 eight o" /e8 %w




De! Struture

S.No. Item Symbol

$lt%o&m 'eck *

1 Cw

2


K s


23/84




$ Densit. o" argo ,


Pressure


2 De! argo load q

2 *inimum pressure ( 3 (o


4 (.

5 et Pressure ()!

hi!ness

1 Bending Stress "

2 hi!ness !


4 !o




1 Span '

2 Bending Stress "


4 eight o" /e8 %w




24/84


25/84


hi!ness

1 Bending stress "

2 !o

3 !




Setion modulus

1 Span '

2 Bending Stress "


4 eight o" /e8 %w




26/84


27/84

50 c / B + 75 65/: radias654/ 9

#7580 S

#566 9

#.514 m

.5.7 m

0.25 ( a0 / Cb ) 65#/ radias

3 C /L + C! " /s#$t(L) 650/ 9

%0.75 & ' (300&L) / %00 3/2 :508 9

65.8 9

,rom D

,ormulae Va'u) U"!t,

;rom D=V

###/0//5/4 K=9m

&0.05 Cu L*2 B ( Cb + 0.7 ) 9#667#48570 K=9m%0.75 & ' (300&L) / %00 3/2 :508 Cu L*2 B ( 0.%225 & 0.0%5 Cb ) ###/0//5/4 K=9m

;rom D=V

s# ,- .008#567 K=

65465 ( M- / L ) /614454/ K=

IRS_Part-3_Chapter-4

Fo&m+le Va'u) U"!t,

.864:7758. K=9m

& 0.%% C L*2 B ( Cb + 0.7 ) s 9#86.88:564 K=9m%0.75 & ' (300&L) / %00 3/2 :508

( %.25 & 0.025 T$ ) d


28/84

#566 9

#1:11//5/0 K=9m

Mso+MoMso+Mo .864:7758. K=9mMso+Mo .864:7758. K=9m

.864:7758. K=9m

#847#5/. K= 6586

IRS_Part-3_Chapter-4

Fo&m+le Va'u) U"!t,

#108:46:541

%75/ #81566

#108:46:541

:508

401#:87#8154.

#108:46:541 cm>/

IRS_Part-3_Chapter-$

Fo&m+le Va'u) U"!t,

250+20B+50T #1#8586 mm#866566 mm

(0.001d+4) #8576 mm

0.% C L2 B C b s

0.3 # C L B ( C b + 0.7 ) s

( M- + M / 6L ) %03

cm/

= ? mm.

C% L2 B ( C b + 0.7 ) ( 0.5 + s/2 ) cm/

%0.75 & ' ( 300 & L ) / %00 3/2

3 C% L3 B ( C b + 0.7 ) s cm0

(Ms+M/6L) %03


29/84

#4566 mm


Fo&m+le Va'u) U"!t,

(0.001d+%) #0576 mm

#7566 mm


Fo&m+le Va'u) U"!t,

#586 m

#4547 m

##500 m

.45/6 m

656.0 =?mm>.

1570 m

65#0

/516

:508

#5666566 m

0.0%(Tb&8)+(s&%.5)Cs%0*2 6564 =?mm>.476566 mm

#56/ T?m>/

:54# m?s>.

6586

0.0% T + ( s & %.5 ) C

s %0&3 = ? mm.

%0.75 & ' (300&L) / %00 3/2


30/84

/514

656. =?mm>.

6560 =?mm>.

6560 =?mm>.

65#/ =?mm>.

6560 =?mm>.

9656. =?mm>.

6564 =?mm>.

%20/ #.6566 =?mm>.

8566 mm

s9/26 #6588

.566 mm

#75.4 mm

#8566 mm

.577 m

%20/ #.6566 =?mm>.

/1:54/ cm>/

..6566 mm

/#566 mm

0.574 cm>/

-ti::e;e$s /8.566 cm>/ B9 2401.5 B9&sectio;

#8566 mm

#:566 mm

s1%0&3

0.71s+ b)%0ɸ&3

0.71s+?1l)%0&3

0.71

p1%0&3

s1%0&3+9

(to+0.04L)+tc

(s1p1l21%03/%26)+8c

tc1>(b: +0.3>)/%000


31/84

00+51L #8#6566 mm

#8.6566 mm

#7506 m

#85#7 m

#56/ T?m>/

##5/# m

656.0 =?mm>..71>p1%0*&3 65## =?mm>.0.0%1>s+9o 65#: =?mm>.0.0%D: 65## =?mm>.

#7506 m

65.6 =?mm>.

65#: =?mm>.

65#: =?mm>.

65#: =?mm>.

#76566 =?mm>.

s9/26 #75:8 mm

#0507 mm#8566 mm

.577

%0/ #76566 =?mm>.

74#54# cm>/

.46566 mm

s(%+0.5(!1ao/Cb))%0&2

(220&%001: B)/

(to+0.03L)+tc

( s p l2 %03 / %2 6 ) + 8C


32/84

06566 mm

7:500 cm>/

-ti::e;e$s 7:6568 B9 3001%%


Fo&m+le Va'u) U"!t,

#1561 m

#154# m

##500 m.45/6 m

656.0 =?mm>.

1570 m

65#0

/516

:508

#566

0506 m

0.0%(Tb&8)+(s&%.5)Cs%0*2 656/ =?mm>.876566 mm

#56/ T?m>/

:54# m?s>.

6586

!1=01a0/Cb /514

65#4 =?mm>.

65#/ =?mm>.

65#/ =?mm>.

65## =?mm>.

tc1>(b: +0.3>)/%000

0.0% T + ( s & %.5 ) C

s %0&3 = ? mm.

%0.75 & ' (300&L) / %00 3/2

s1%0&3

0.71

s+ b)%0ɸ &3

0.71s+?1l)%0&3

0.71 p1%0&3


33/84

65#4 =?mm>.

65#1 =?mm>.

65#1 =?mm>.


Fo&m+le Va'u) U"!t,

#1561 m

#154# m

##500 m.45/6 m

656.0 =?mm>.

.5// m

65#0

/516

:508

#566

0506 m

0.0%(Tb&8)+(s&%.5)Cs%0*2 6566 =?mm>.876566 mm

#56/ T?m>/

:54# m?s>.

6586

/514

65#4 =?mm>.

65#/ =?mm>.

65#/ =?mm>.

s1%0&3+9

0.0% T + ( s & %.5 ) C s %0&3

= ? mm.

%0.75 & ' (300&L) / %00 3/2

s1%0&3

0.71

s+ b)%0ɸ &3

0.71s+?1l)%0&3


34/84

65## =?mm>.

65#4 =?mm>.

65#1 =?mm>.

65#1 =?mm>.

65#1 =?mm>.

%20/ #.6566 =?mm>.

8566 mm

s9/26 #/5//.566 mm

#75.4 mm

#8566 mm


Fo&m+le Va'u) U"!t,

#586 m

#154# m

#/56# m

#56/ T?m>/

656. =?mm>.

.71>p1%0*&3 65## =?mm>.0.0%1>s+9o 6560 =?mm>.0.0%D: 65#/ =?mm>.

65#/ =?mm>.

65#: =?mm>.

#76566 =?mm>.

0.71

p1%0&3

s1%0&3+9

(to+0.04L)+tc

(220&%001: B)/


35/84

s9/26 #05.7 mm(0.001d+%) #0576 mm

#1566 mm

.514 m

%0/ #76566 =?mm>.

708586 cm>/

.46566 mm06566 mm

7:500 cm>/ B9 3001%%


Fo&m+le Va'u) U"!t,

.577 m

%0/ #76566 =?mm>.

4#0571 cm>/

/66566 mm

0/566 mm

8:546 cm>/

4/85.# B9 3201%2

.577

%0/ #76566 =?mm>.

4#0571 cm>/

/66566 mm

0/566 mm

8:546 cm>/

(s1p1l21%02/6)+8c

tc1>(b: +0.3>)/%000

s1p1l21/%.+8c

tc1>(b: +0.3>)/%000

s1p1l21/%.+8c

tc1>(b: +0.3>)/%000


36/84

4/85.# B9 3201%2

IRS_Part-3_Chapter-%

Fo&m+le Va'u) U"!t,

05466 m

#/5486 m

4567. m

.45/66 m

##5006 m#56.1 T?m>/

4665666

#561 9

#566 9

% & 0.5 ( s/$ ) 654. 9

65#6 =?mm>.

#56/ T?m>/

:54# m?s>.

6586

!1=01a0/Cb /514656. =?mm>.

6567 =?mm>.

6567 =?mm>.

6567 =?mm>.

656: =?mm>.

6568 =?mm>.

656: =?mm>.

9656# =?mm>.

s#$t ( %.%0 & 0.5 ( s / %000 l )2 )

0.0%>o+(

s&%.5>

o/T)C

1

s1%0&3

s1%0&3

0.71s+ b)%0ɸ&3

0.71

s+?1l)%0&3

0.71 p1%0&3

s1%0&3+9


37/84

656: =?mm>.

#76566 =?mm>.

:5:# mm

e!e$A 2.3m belo -. sub 0.0% 656#(5+cL)s#$t()+tc 454. mm

#.566 mm

.577

%0/ #76566 =?mm>.

/#85#/ cm>/

..6566 mm

/#566 mm

0.574 cm>/

/.45.7 B9 2201%2

656: =?mm>.

#76566 =?mm>.

#6516 mm

e!e$A 2.3m belo -. sub 0.0% 656.(5+cL)s#$t()+tc #6570 mm

#.566 mm

(220&%001: B)/

: a1: $ 1(sp)/(26)+tc

s p l2 %03 / %2 6 ) + 8C

tc1>(b: +0.3>)/%000

(220&%001: B)/

: a1: $ 1(sp)/(26)+tc


38/84

.5#6

%0/ #76566 =?mm>.

.675:4 cm>/

#76566 mm

..566 mm

..506 cm>/

.#4580 B9 2001.5


Fo&m+le Va'u) U"!t,

05466 m

:5686 m

/54.6 m

.45/66 m

##5006 m

#56.1 T?m>/

#560 9

#566 9

% & 0.5 ( s/$ ) 6584 9

6568 =?mm>.

#56/ T?m>/

:54# m?s>.

6586

!1=01a0/Cb /514656. =?mm>.

s p l2 %03 / %2 6 ) + 8C

tc1>(b: +0.3>)/%000

s#$t ( %.%0 & 0.5 ( s / %000 l )2 )

0.0%>o+( s&%.5>o/T)C1 s1%0&3


39/84

6567 =?mm>.

6567 =?mm>.

6567 =?mm>.

6567 =?mm>.

6568 =?mm>.

6568 =?mm>.

656# =?mm>.

6568 =?mm>.

#76566 =?mm>.

:56: mm


##566 mm

.5#6

%0/ #76566 =?mm>.

#715#1 cm>/

#76566 mm

..566 mm

..506 cm>/

#8/5.1 B9 %01

6568 =?mm>.

s1%0&3

0.71s+ b)%0ɸ&3

0.71s+?1l)%0&3

0.71 p1%0&3

s1%0&3+9

(220&%001: B)/

: a1: $ 1(sp)/(26)+tc

s p l2 %03 / %2 6 ) + 8C

tc1>(b: +0.3>)/%000


40/84

#76566 =?mm>.

:56: mm


##566 mm

.5#6%0/ #76566 =?mm>.

#715#1 cm>/

#76566 mm

..566 mm

..506 cm>/

#7.5:4 B9 %01


Fo&m+le Va'u) U"!t,

/51#6 m

05.86 m

65:88 m.45/66 m

##5006 m

#56.1 T?m>/

#561 9

#566 9

% & 0.5 ( s/$ ) 6584 9

6560 =?mm>.

(220&%001: B)/

: a1: $ 1(sp)/(26)+tc

s p l2 %03 / %2 6 ) + 8C

tc1>(b: +0.3>)/%000

s#$t ( %.%0 & 0.5 ( s / %000 l )2 )

0.0%>o+(

s&%.5>

o/T)C

1

s1%0&3


41/84

#56/ T?m>/

:54# m?s>.

6586

!1=01a0/Cb /514656. =?mm>.

6560 =?mm>.

6561 =?mm>.

6561 =?mm>.

656/ =?mm>.

6567 =?mm>.

6567 =?mm>.

6567 =?mm>.

6567 =?mm>.

#76566 =?mm>.

450. mm

e!e$A 2.3m belo -. sub 0.0% 6560(5+cL)s#$t()+tc #05.4 mm

#1566 mm

.5#6

%0/ #76566 =?mm>.

#/:51. cm>/

#76566 mm

..566 mm

s1%0&3

0.71s+ b)%0ɸ&3

0.71s+?1l)%0&3

0.71 p1%0&3

s1%0&3+9

(220&%001: B)/

: a1: $ 1(sp)/(26)+tc

s p l2 %03 / %2 6 ) + 8C


42/84

..506 cm>/

#165/: B9 %01%%.5

6567 =?mm>.

#76566 =?mm>.

450. mm

e!e$A 2.3m belo -. sub 0.0% 6560(5+cL)s#$t()+tc #05.4 mm

#1566 mm

.5#6 m

%0/ #76566 =?mm>.

#/:51. cm>/

#76566 mm

..566 mm

..506 cm>/

#165/: cm>/ B9 %01%%.5

656: =?mm>.

6586

%0/ #76566 =?mm>.

//56/ cm>/

46566 mm

tc1>(b: +0.3>)/%000

(220&%001: B)/

: a1: $ 1(sp)/(26)+tc

s p l2 %03 / %2 6 ) + 8C

tc1>(b: +0.3>)/%000

( s p l2 / 2.4 ) + 8c


43/84

71566 mm

#05.0 cm>/

.51(L1)*0.5 4857: cm>/

06566 cm>/

%.718 #0:568 cm>/

#0:568 cm>/

218 #815/4 cm>/#815/4 cm>/

70 l 0: mm%20 l 40 mm

IRS_Part-3_Chapter-(

Fo&m+le Va'u) U"!t,

%0.75 & ' (300&L) / %00 3/2 :508 9

/516

#566 9

15#. m

65666 m

65876 m

656. =?mm>.

tc1>(b: +0.3>)/%000

s s (C&0.>o) %0&3


44/84

65661 =?mm>.

656.0 =?mm>.

.71>p1%0*&3 65661 =?mm>.0.0%>s+9o 656.0 =?mm>.

656. =?mm>.

%20/ #.6566 =?mm>.

4564 mm

.566 mm7566 mm

to+(0.02L)+tc ##570 mm

#.566 mm


Fo&m+le Va'u) U"!t,

.5#6

%20/ #.6566 =?mm>.

815:/ cm>/

#.6566 mm

#8566 mm

#.58. cm>/

46504 B9 %401.5

art-3_Chapter-(

Fo&m+le Va'u) U"!t,

476566 mm

.5#6 m

: a s p/26 + tc

s p l2 %03 / %2 6 ) + 8C

tc1>(b: +0.3>)/%000


45/84

.50 m

%20/ #.6566 =?mm>.#6566

./0564 cm>/

#76566 mm

..566 mm

..506 cm>/

./45/# B9 2001%0

IRS_Part-3_Chapter-(Fo&m+le Va'u) U"!t,

%0.75 & ' (300&L) / %00 3/2 :508 9/516

#566 9

457.. m

05466 m

#05086 m

#56/ T?m>/

#/58# m

#(%+0.5(!1ao/Cb))1%0*&2 65#8 =?mm>..

656.0 =?mm>.

.71>p1%0*&3 656:8 =?mm>.0.0%>s+9o 6568. =?mm>.

65#8 =?mm>.

b p -2 %0/m6 + 8c

tc1>(b: +0.3>)/%000


46/84

%20/ #.6566 =?mm>.

#4566 mm

.566 mm

1516 mm

to+(0.02L)+tc 851. mm

#:566 mm

.5#6%20/ #.6566 =?mm>.

0:8516 cm>/

.76566 mm

/8566 mm

1:546 cm>/

1685#8 B9 201%2


Fo&m+le Va'u) U"!t,

%0.75 & ' (300&L) / %00 3/2 :508 9/516

#566 9/54.. m

054 m

:5786 m

#56/ T?m>/

45:# m

#(%+0.5(!1ao/Cb))1%0*&2 656/ =?mm>.

: a s p/26 + tc

s p l2 %03 / %2 6 ) + 8C

tc1>(b: +0.3>)/%000


47/84

65/1

65661 =?mm>.

656.0 =?mm>.

.71>p1%0*&3 65671 =?mm>.0.0%>s+9o 6568. =?mm>.

6568 =?mm>.

%20/ #.6566 =?mm>.

#.51/ mm.566 mm

1566 mm

to+(0.02L)+tc #6570 mm

#/566 mm

.5#6

%20/ #.6566 =?mm>.

.#4568 cm>/

#46566 mm

.1566 mm

.4500 cm>/

.#4547 B9&2001.5


Fo&m+le Va'u) U"!t,

%0.75 & ' (300&L) / %00 3/2 :508 9

/516

#566 9

: a

s p/26 + tc

s p l2 %03 / %2 6 ) + 8C

tc1>(b: +0.3>)/%000


48/84

65:88. m

05## m

05486 m

#56/ T?m>/

05## m

#(%+0.5(!1ao/Cb))1%0*&2 656/ =?mm>.65/1

65661 =?mm>.656.0 =?mm>.

.71>p1%0*&3 656// =?mm>.0.0%>s+9o 65671 =?mm>.

6568 =?mm>.

%20/ #.6566 =?mm>.

#.56. mm

.566 mm

1566 mm

to+(0.02L)+tc #6570 mm

#/566 mm

.5#6

%20/ #.6566 =?mm>.

#::5:6 cm>/

#46566 mm

.1566 mm

.4500 cm>/

: a s p/26 + tc

s p l2 %03 / %2 6 ) + 8C

tc1>(b: +0.3>)/%000


49/84

.665/: B9&%01%%.5


Fo&m+le Va'u) U"!t,

05#1 m

05:# m

#.560 m

.45/6 m

656.0 =?mm>..5// m

65#0

/516

:508

#566

05#1 m

0.0%(Tb&8)+(s&%.5)Cs%0*2 6566 =?mm>.466566 mm

65:1 T?m>/

:54# m?s>.

6586

!1=01a0/Cb /514

6561 =?mm>.

65#4 =?mm>.

6561 =?mm>.

656/ =?mm>.

6567 =?mm>.

65#4 =?mm>.

0.0% T + ( s & %.5 ) C s %0&3

= ? mm.

%0.75 & ' (300&L) / %00 3/2

s1%0&3

0.71s+ b)%0ɸ&3

0.71s+?1l)%0&3

0.71 p1%0&3

s1%0&3+9


50/84

65#4 =?mm>.

%20/ #.6566 =?mm>.

8566 mm

s9/26 #15/6.566 mm

#75.4 mm

#8566 mm

.514 m

%0/ #76566 =?mm>.

708586 cm>/

.46566 mm

06566 mm

7:500 cm>/ B9&3001%%

(to+0.04L)+tc

(s1p1l21%02/6)+8c

tc1>(b: +0.3>)/%000


51/84


52/84


53/84


54/84


55/84


56/84

0


57/84


58/84


59/84


60/84


61/84


62/84


63/84


64/84


65/84


66/84


67/84


68/84


69/84


70/84


71/84


72/84


73/84


74/84


75/84


76/84

Ca

Sr+o+ Plating t&m' hori?ontal&m' )ertial&m'

1 Bottom 9lati;= 0.0%7 %%.44 0.0%7

2 ;;e$ Bottom 0.0%7 %%.44 0.0%73 Bil=e 0.0%74 eel plate 0.0% 0. 0.0%5 @oppe$ 9late 0.0%7 %.4 0.0%75 -ide s>ell plati;=&% 0.0%2 0.0%2 4.# -ide s>ell plati;=&2 0.0%% 0.0%% 4.$ -ide s>ell plati;=&3 0.0%5 0.0%5 4.( ;;e$ side s>ell plati;=&% 0.0%2 0.0%2 4.10 ;;e$ side s>ell plati;=&2 0.0%% 0.0%% 4.11 ;;e$ side s>ell plati;=&3 0.0%5 0.0%5 4.

14 Dec plati;= 0.0%2 %.%3 0.0%215 Dec plat:o$m % 0.0% 2 0.0%1# Dec plat:o$m 2 0.0%3 2 0.0%31$ Dec plat:o$m 3 0.0%3 2 0.0%31( Ce;t$e i$de$ 0.0% 0.0% %.720 -ide i$de$ 0.0% 0.0% %.7

Sum

Sr+o+ Longitudinals total no hori?ontal )ertial

1 Bottom % 0.03 0.242 Bil=e Lo;=itudi;al& % 2 0.0% 0.243 Bil=e Lo;=itudi;al& 2 2 0.0% 0.244 Bil=e Lo;=itudi;al& 3 2 0.0% 0.245 Bil=e Lo;=itudi;al& 4 2 0.22 0.0%# Bil=e Lo;=itudi;al& 5 2 0.22 0.0%$ Bil=e Lo;=itudi;al& 2 0.22 0.0%# ;;e$ bottom % 0.0%% 0.3$ -ide s>ell % 2 0.22 0.0%% -ide s>ell 2 2 0.22 0.0%( -ide s>ell 3 2 0.22 0.0%10 -ide s>ell 4 2 0.22 0.0%11 -ide s>ell 5 2 0.22 0.0%12 -ide s>ell 2 0.% 0.0%13 -ide s>ell 7 2 0.% 0.0%14 -ide s>ell 2 0.% 0.0%15 -ide s>ell 2 0.% 0.0%1# -ide s>ell %0 2 0.% 0.0%

1$ -ide s>ell %% 2 0.% 0.0%1% -ide s>ell %2 2 0.% 0.0%1( -ide s>ell %3 2 0.% 0.0%


77/84

20 -ide s>ell %4 2 0.% 0.0%21 ;;e$ side s>ell % 2 0.22 0.00522 ;;e$ side s>ell 2 2 0.22 0.00523 ;;e$ side s>ell 3 2 0.22 0.00524 ;;e$ side s>ell 4 2 0.22 0.00525 ;;e$ side s>ell 5 2 0.22 0.005

2# ;;e$ side s>ell 2 0.% 0.002$ ;;e$ side s>ell 7 2 0.% 0.002% ;;e$ side s>ell 2 0.% 0.002( ;;e$ side s>ell 2 0.% 0.0030 ;;e$ side s>ell %0 2 0.% 0.0031 ;;e$ side s>ell %% 2 0.% 0.0%%532 ;;e$ side s>ell %2 2 0.% 0.0%%533 ;;e$ side s>ell %3 2 0.% 0.0%%534 ;;e$ side s>ell %4 2 0.% 0.0%%535 Dec st$i;=e$&% 4 0.0%2 0.23# Dec st$i;=e$&2 4 0.005 0.23$ Dec st$i;=e$&3 4 0.0%2 0.%3% @oppe$ slope lo;= % 2 0.3 0.0%%3( @oppe$ slope lo;= 2 2 0.3 0.0%%40 @oppe$ slope lo;= 3 2 0.3 0.0%%41 @oppe$ slope lo;= 4 2 0.3 0.0%%42 T- slope plt% 2 0.3 0.0%%43 T- slope plt2 2 0.3 0.0%%44 T- slope plt3 2 0.3 0.0%%45 T- slope plt4 2 0.3 0.0%%4# T- slope plt5 2 0.3 0.0%%4$ T- - io >atc> 2 0.3 0.0%%4% Dec Lo;=itudi;als 5 0.%4 0.005

Sum

Sr+o+ ame S.m8ol alue >nits

1 Total E$ea Fa 2.5 m*22 Total i$st mome;t Fa> %3.44 m*3

3 Total seco;d mome;t %%.2 m*44 Ce;t$oid A 4.72 m

5 Dista;ce o: G.E :$om dec . m

# M. abt -el: %0.3 m*4

$ M. abt eel %2.54 m*4

% M. abt G.E .%% m*4

( M. abt Dec %3.%% m*4

10 -ectio; modulus abt Dec .0 m*3

11 -ectio; modulus abt eel %4.00 m*3

12 Be;di;= st$ess 273.5 G/m*213 Be;di;= st$ess %343%.2 G/m*2

14 Hield st$e;=t> o: steel 235.00 Mpa

Fa>2

Hmasel: eel GEdec 8dec 8eel6

Dec 6eel6A


78/84


79/84

lulation o" setion modulus

area o" single setion total area&a' le)er &h' ah

0.%44 0.3 0 0 0

0.%44 0.3 %.7 0.%232 %.%240440.047454 0.04%7 0.73 0.0377332 0.042%005

0.0%52 0.0304 0 0 00.03%2 0.025 %.5 0.%2%2 0.237440.057 0.%%52 3. 0.442 %.752%20.052 0.%05 .3 0.52 4.%%24

0.072 0.%44 .7 %.252 %0.30.057 0.%%52 3. 0.442 %.752%20.052 0.%05 .3 0.52 4.%%24

0.072 0.%44 .7 %.252 %0.3

0.%35 0.37%2 %%.4 4.4%3% 50.3%0%%520.03 0.07 2.7 0.2052 0.554040.02 0.052 5.% 0.252 %.352520.02 0.052 7.5 0.3 2.25

0.030 0.0%2 0.5 0.037 0.025570.0272 0.0544 0.5 0.0353 0.0224

2+40%11$%% 11+22$531$332 (3+22141%0#05

area o" single setion total area &a' le)er &h' ah

0.00% 0.%4 0 0 00.0022 0.0045 0 0 00.0022 0.0045 0 0 00.0022 0.0045 0 0 00.0024 0.0052 %. 0.0%05072 0.0200320.0024 0.0052 2.7 0.0%473%2 0.04%%00040.0024 0.0052 3.5 0.0%552 0.004%0.0033 0.054 %.3 0.07722 0.%003

0.0024 0.0052 5.% 0.0274032 0.%4222200.0024 0.0052 5. 0.03%272 0.%4420.0024 0.0052 .7 0.0355%2 0.2434240.0024 0.0052 7.5 0.0400752 0.304%7070.0024 0.0052 .3 0.04422 0.37%7020.00%2 0.00324 .% 0.02775 0.27337740.00%2 0.00324 . 0.03237 0.3233523240.00%2 0.00324 %0.7 0.0345 0.3772%4040.00%2 0.00324 %%.5 0.03755% 0.4352230440.00%2 0.00324 %2.2 0.03% 0.4324

0.00%4 0.003 %2. 0.047032 0.20350.00%4 0.003 %3. 0.050372 0.%240.00%4 0.003 %4.3 0.052552 0.7202532

ah2

ah2


80/84

0.00%4 0.003 %5.% 0.0552 0.4%040.00%7 0.00374 5.% 0.0%4%0 0.%0074%0%40.00%7 0.00374 5. 0.022402 0.%34%%5740.00%7 0.00374 .7 0.02534 0.%72423340.00%7 0.00374 7.5 0.023 0.2%5454240.00%7 0.00374 .3 0.03%37 0.232454

0.00%44 0.002 .% 0.02472 0.24323350.00%44 0.002 . 0.0277%2 0.2742420.00%44 0.002 %0.7 0.03%0752 0.33530%400.00%44 0.002 %%.5 0.033372 0.3420.00%44 0.002 %2.2 0.035352 0.435007000.00%4 0.003 %2. 0.047032 0.20350.00%4 0.003 %3. 0.050372 0.%240.00%4 0.003 %4.3 0.052552 0.72025320.00%4 0.003 %5.% 0.0552 0.4%040.003%2 0.0%24 4.23 0.052704 0.22330332

0.00%7 0.00 .0 0.0%24 0.55%544320.00%2 0.007 %3. 0.%0752 %.4%7%520.0033 0.00 3.7042 0.02444772 0.005524440.0033 0.00 4.24 0.0274 0.%%52%0.0033 0.00 4. 0.03% 0.%52040.0033 0.00 5.3 0.034 0.%5340.0033 0.00 %4.4 0.024 %.4%457530.0033 0.00 %4. 0.034 %.430200.0033 0.00 %5.35 0.%0%3% %.555%050.0033 0.00 %5.7 0.%032 %.234

0.0033 0.00 %.% 0.%02 %.7%070.0033 0.00 %7.04 0.%%244 %.%35

0.000% 0.00455 %7.4% 0.072%55 %.37%4%550+43%45 2+20((2542 25+#(43%5#40#

Con)ersion >nits

%027227.37cm*4

%254343%7.4%cm*4

%%0%334.4002 cm*4

%3%037057.03cm*4

70.7%72%0%cm*3

%40040%.3257cm*3

273.70 G/mm*2%3.43 G/mm*2

235 G/mm*2


81/84


82/84

4.4I&0 .3745333I&00

4.4I&0 .3745333I&004.57I+00 .%4I+004.573I&07 .%4533333I&0077.533I&07 %.505333I&00%.%0I&0% 0.22%%4%.0%4I&0% 0.202752%.32I&0% 0.274%.%0I&0% 0.22%%4%.0%4I&0% 0.202752%.32I&0% 0.274

2.32272I&00 4.4544I&00%.%43%7I&00 2.233333I&003.%7I&007 7.32333333I&0073.%I&007 7.32333333I&007

0.00735 0.0%4730.005507 0.0%3%0%3333

10+#22$0244%4

0.00002325 0.0004%50.00002325 0.0000450.00002325 0.0000450.00002325 0.0000450.00002325 0.0000450.00002325 0.0000450.00002325 0.0000450.000033 0.0004740.0000372 0.000075240.0000372 0.000075240.0000345 0.0000%0.0000345 0.0000%0.000030% 0.0000030.000030% 0.0000030.000030% 0.0000030.000030% 0.0000030.000030% 0.0000030.000030% 0.000003

0.000030% 0.0000030.000030% 0.0000030.000030% 0.000003

Isel"

o" single setion total Isel"

Isel"

o" single setion total Isel"


83/84

0.00002% 0.0000430.0000372 0.000075240.0000345 0.0000%0.0000345 0.0000%0.0000233 0.0000470.0000233 0.000047

0.0000242 0.0000440.0000372 0.000075240.0000345 0.0000%0.0000345 0.0000%0.0000233 0.0000470.0000233 0.0000470.0000242 0.0000440.0000233 0.0000470.0000233 0.0000470.0000554 0.00022%

0.0000554 0.00022%0.0000554 0.00022%

0.000033275 0.0000550.000033275 0.0000550.000033275 0.0000550.000033275 0.0000550.0000554 0.000%%00.0000554 0.000%%00.0000554 0.000%%00.0000554 0.000%%0

0.0000554 0.000%%00.0000554 0.000%%00.0000554 0.00027745

0+004(25%3


84/84

Documents

bulk 54 (2+36)-SCANTLING FINAL (1)