bulk 54 (2+36)-scantling final (1)
TRANSCRIPT
-
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
4/84
4 Pro)ided thi!ness !
Bottom Struture
S.No. Item Symbol
Side 7irder
1 *inimum hi!ness !
2 Pro)ided thi!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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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 !
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
6/84
3 *inimum /idth o" !eel plate w
4 Pro)ided /idth o" !eel plate w
Inner Bottom
1 ertial distane "rom load point to top o" the tan! %s
2 ertial distane "rom load point to top o" air pipe %&
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
11 *a6imum pressure (ma*
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 !
4 Pro)ided thi!ness !
Setion modulus
1 Span '
2 Bending Stress "
3 *inimum setion modulus o" inner 8ottom longitudinals Z
4 eight o" /e8 %w
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
7/84
5 /idth o" "lange b2
# Corrosion addition "or setion modulus Zc
$ Setion modulus pro)ided Z
opper Plate
S.No. Item Symbol
opper plate
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 8. /ater
1 Densit. o" /ater ,
2 9eleration due to gra)it. -
3
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
8/84
( P5 &internal Pressure' (1
10 et pressure in 8allast ondition ()!
11 *a6imum pressure (ma*
opper Plate
S.No. Item Symbol
opper plate
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 b4 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 8. argo
1 Densit. o" argo ,2 9eleration due to gra)it. -
3
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
9/84
% P4 &internal Pressure' (0
( P5 &internal Pressure' (1
10 et pressure in 8allast ondition ()!
11 *a6imum pressure (ma*
12 *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 !
,loor alulations
S.No. Item Symbol
Pressure
1 ertial distane "rom load point to top o" the tan! %s
2 ertial distane "rom load point to top o" air pipe %&
3 Depth o" "ree8oard de! D2
4 Densit. o" argo ,car-o
5 Po & "or L:(0 ' (o
# P1 (#
$ P2 (.
% P3 (/
( Pressure (
10 *a6imum pressure (ma*
hi!ness
1 Bending Stress "
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
10/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
11/84
$ Setion modulus pro)ided Z
Side Struture
S.No. Item Symbol
Side Struture Part-1
1 ertial distane "rom load point to top o" the tan! %s
2 ertial distane "rom load point to top o" air pipe %&
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 ,
2 9eleration due to gra)it. -
3
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
12/84
12 *a6imum pressure (ma*
hi!ness o" side shell plating
1 Bending Stress "
2 hi!ness !
3 c
4 *inimum thi!ness !
5 Pro)ided thi!ness !
Setion modulus side shell longitudinals
1 Span '
2 Bending Stress "
3 *inimum setion modulus Z
4 eight o" /e8 %w
5 /idth o" "lange b2
# Corrosion addition "or setion modulus Zc
$ Setion modulus pro)ided Z
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
4 *inimum thi!ness !
5 Pro)ided thi!ness !
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
13/84
Setion modulus inner side shell longitudinals
1 Span '
2 Bending Stress "
3 *inimum setion modulus Z
4 eight o" /e8 %w
5 /idth o" "lange b2
# Corrosion addition "or setion modulus Zc
$ Setion modulus pro)ided Z
Side Struture
S.No. Item Symbol
Side Struture part-2
1 ertial distane "rom load point to top o" the tan! %s
2 ertial distane "rom load point to top o" air pipe %&
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 ,
$ 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 ,
2 9eleration due to gra)it. -
3
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
14/84
# P1 &internal Pressure' (#
$ P2 &internal Pressure' (.
% P3 &internal Pressure' (/
( P4 &internal Pressure' (0
10 P5 &internal Pressure' (1
11 Pressure (
11 et pressure in 8allast ondition ()!
12 *a6imum pressure (ma*
hi!ness
1 Bending Stress "
2 hi!ness !
3 c
4 *inimum thi!ness !
5 Pro)ided thi!ness !
Setion modulus side shell longitudinals
1 Span '
2 Bending Stress "
3 *inimum setion modulus Z
4 eight o" /e8 %w
5 /idth o" "lange b2
# Corrosion addition "or setion modulus Zc
$ Setion modulus pro)ided Z
Inner Side Shell
Pressure
1 Pressure on inner side shell (
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
15/84
hi!ness o" inner side shell plating
1 Bending Stress "
2 hi!ness !
3 c
4 *inimum thi!ness !
5 Pro)ided thi!ness !
Setion modulus inner side shell longitudinals
1 Span '
2 Bending Stress "
3 *inimum setion modulus Z
4 eight o" /e8 %w
5 /idth o" "lange b2
# Corrosion addition "or setion modulus Zc
$ Setion modulus pro)ided Z
Side Struture
S.No. Item Symbol
Side Struture part-3
1 ertial distane "rom load point to top o" the tan! %s
2 ertial distane "rom load point to top o" air pipe %&
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 ,
$ 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' ()*!
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
16/84
Pressure
1 Densit. o" argo ,
2 9eleration due to gra)it. -
3
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
17/84
# Corrosion addition "or setion modulus Zc
$ Setion modulus pro)ided Z
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
4 *inimum thi!ness !
5 Pro)ided thi!ness !
Setion modulus inner side shell longitudinals
1 Span '
2 Bending Stress "
3 *inimum setion modulus Z
4 eight o" /e8 %w
5 /idth o" "lange b2
# Corrosion addition "or setion modulus Zc
$ Setion modulus pro)ided Z
*ain "rames
1 Design pressure (
2 Span '
3 Bending Stress "
4 *inimum setion modulus o" main "rames Z
5 eight o" /e8 %w
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
3 Redution ,ator &oastal )essel' Rs
4 ertial distane "rom summer load /aterline to loadpoint %o
5 ertial distane "rom load point to top o" the tan! %s
# ertial distane "rom load point to top o" air pipe %&
Pressure
1 Pressure on de! plating (
K s
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
19/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
20/84
2 9th/artship distane "rom load point to tan! orner b
3 Bending Stress "
4 m
5 *inimum setion modulus Z
# 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
3 Redution ,ator &oastal )essel' Rs
4 ertial distane "rom summer load /aterline to loadpoint %o
5 ertial distane "rom load point to top o" the tan! %s
# ertial distane "rom load point to top o" air pipe %&
$ Densit. ,
% eight upto top o" the hath oaming 3
Pressure
1 Pressure on de! plating (
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
21/84
1 Bending Stress "
2 hi!ness !
3 Corrosion thi!ness addition !c
4 !o
5 *inimum thi!ness re=uirement !
# Pro)ided thi!ness !
Setion modulus o" longitudinals on plat"orm 1
1 Span '
2 Bending Stress "
3 *inimum setion modulus Z
4 eight o" /e8 %w
5 /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
3 Redution ,ator &oastal )essel' Rs
4 ertial distane "rom summer load /aterline to loadpoint %o
5 ertial distane "rom load point to top o" the tan! %s
# ertial distane "rom load point to top o" air pipe %&
$ Densit. o" argo ,
% eight upto top o" the hath oaming 3
Pressure
1 Pressure on de! plating (
K s
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
22/84
2 De! argo load q
2 *inimum pressure (
3 (o
3 Pressure on de! "orming tan! 8oundaries (#
4 (.
5 et Pressure ()!
hi!ness
1 Bending Stress "
2 hi!ness !
3 Corrosion thi!ness addition !c
4 !o
5 *inimum thi!ness re=uirement !
# Pro)ided thi!ness !
Setion modulus o" longitudinals on plat"orm 2
1 Span '
2 Bending Stress "
3 *inimum setion modulus Z
4 eight o" /e8 %w
5 /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
3 Redution ,ator &oastal )essel' Rs
K s
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
23/84
4 ertial distane "rom summer load /aterline to loadpoint %o
5 ertial distane "rom load point to top o" the tan! %s
# ertial distane "rom load point to top o" air pipe %&
$ Densit. o" argo ,
% eight upto top o" the hath oaming 3
Pressure
1 Pressure on de! plating (
2 De! argo load q
2 *inimum pressure ( 3 (o
3 Pressure on de! "orming tan! 8oundaries (#
4 (.
5 et Pressure ()!
hi!ness
1 Bending Stress "
2 hi!ness !
3 Corrosion thi!ness addition !c
4 !o
5 *inimum thi!ness re=uirement !
# Pro)ided thi!ness !
Setion modulus o" longitudinals on plat"orm 3
1 Span '
2 Bending Stress "
3 *inimum setion modulus Z
4 eight o" /e8 %w
5 /idth o" "lange b2
# Corrosion addition "or setion modulus Zc
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
24/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
25/84
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 Z
4 eight o" /e8 %w
5 /idth o" "lange b2
# Corrosion addition "or setion modulus Zc
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
26/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
29/84
#4566 mm
IRS_Part-3_Chapter-$
Fo&m+le Va'u) U"!t,
(0.001d+%) #0576 mm
#7566 mm
IRS_Part-3_Chapter-$
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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$s /8.566 cm>/ B9 2401.5 B9§io;
#8566 mm
#:566 mm
s1%0&3
0.71s+ b)%0ɸ&3
0.71s+?1l)%0&3
0.71
p1%0&3
s1%0&3+9
(to+0.04L)+tc
(s1p1l21%03/%26)+8c
tc1>(b: +0.3>)/%000
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
31/84
00+51L #8#6566 mm
#8.6566 mm
#7506 m
#85#7 m
#56/ T?m>/
##5/# m
656.0 =?mm>..71>p1%0*&3 65## =?mm>.0.0%1>s+9o 65#: =?mm>.0.0%D: 65## =?mm>.
#7506 m
65.6 =?mm>.
65#: =?mm>.
65#: =?mm>.
65#: =?mm>.
#76566 =?mm>.
s9/26 #75:8 mm
#0507 mm#8566 mm
.577
%0/ #76566 =?mm>.
74#54# cm>/
.46566 mm
s(%+0.5(!1ao/Cb))%0&2
(220&%001: B)/
(to+0.03L)+tc
( s p l2 %03 / %2 6 ) + 8C
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
32/84
06566 mm
7:500 cm>/
-ti::e;e$s 7:6568 B9 3001%%
IRS_Part-3_Chapter-$
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
33/84
65#4 =?mm>.
65#1 =?mm>.
65#1 =?mm>.
IRS_Part-3_Chapter-$
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
IRS_Part-3_Chapter-$
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)/
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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%%
IRS_Part-3_Chapter-$
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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#$t ( %.%0 & 0.5 ( s / %000 l )2 )
0.0%>o+(
s&%.5>
o/T)C
1
s1%0&3
s1%0&3
0.71s+ b)%0ɸ&3
0.71
s+?1l)%0&3
0.71 p1%0&3
s1%0&3+9
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
37/84
656: =?mm>.
#76566 =?mm>.
:5:# mm
e!e$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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
38/84
.5#6
%0/ #76566 =?mm>.
.675:4 cm>/
#76566 mm
..566 mm
..506 cm>/
.#4580 B9 2001.5
IRS_Part-3_Chapter-%
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#$t ( %.%0 & 0.5 ( s / %000 l )2 )
0.0%>o+( s&%.5>o/T)C1 s1%0&3
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
39/84
6567 =?mm>.
6567 =?mm>.
6567 =?mm>.
6567 =?mm>.
6568 =?mm>.
6568 =?mm>.
656# =?mm>.
6568 =?mm>.
#76566 =?mm>.
:56: mm
e!e$A 2.3m belo -. sub 0.0% 656.(5+cL)s#$t()+tc #6570 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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
40/84
#76566 =?mm>.
:56: mm
e!e$A 2.3m belo -. sub 0.0% 656.(5+cL)s#$t()+tc #6570 mm
##566 mm
.5#6%0/ #76566 =?mm>.
#715#1 cm>/
#76566 mm
..566 mm
..506 cm>/
#7.5:4 B9 %01
IRS_Part-3_Chapter-%
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#$t ( %.%0 & 0.5 ( s / %000 l )2 )
0.0%>o+(
s&%.5>
o/T)C
1
s1%0&3
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
41/84
#56/ T?m>/
:54# m?s>.
6586
!1=01a0/Cb /514656. =?mm>.
6560 =?mm>.
6561 =?mm>.
6561 =?mm>.
656/ =?mm>.
6567 =?mm>.
6567 =?mm>.
6567 =?mm>.
6567 =?mm>.
#76566 =?mm>.
450. mm
e!e$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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
IRS_Part-3_Chapter-(
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
IRS_Part-3_Chapter-(
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
IRS_Part-3_Chapter-(
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
49/84
.665/: B9&%01%%.5
IRS_Part-3_Chapter-$
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
51/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
52/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
53/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
54/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
55/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
56/84
0
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
57/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
58/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
59/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
60/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
61/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
62/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
63/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
64/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
65/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
66/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
67/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
68/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
69/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
70/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
71/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
72/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
73/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
74/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
75/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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%
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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$e;=t> o: steel 235.00 Mpa
Fa>2
Hmasel: eel GEdec 8dec 8eel6
Dec 6eel6A
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
78/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
79/84
lulation o" setion modulus
area o" single setion total area&a' le)er &h' ah
0.%44 0.3 0 0 0
0.%44 0.3 %.7 0.%232 %.%240440.047454 0.04%7 0.73 0.0377332 0.042%005
0.0%52 0.0304 0 0 00.03%2 0.025 %.5 0.%2%2 0.237440.057 0.%%52 3. 0.442 %.752%20.052 0.%05 .3 0.52 4.%%24
0.072 0.%44 .7 %.252 %0.30.057 0.%%52 3. 0.442 %.752%20.052 0.%05 .3 0.52 4.%%24
0.072 0.%44 .7 %.252 %0.3
0.%35 0.37%2 %%.4 4.4%3% 50.3%0%%520.03 0.07 2.7 0.2052 0.554040.02 0.052 5.% 0.252 %.352520.02 0.052 7.5 0.3 2.25
0.030 0.0%2 0.5 0.037 0.025570.0272 0.0544 0.5 0.0353 0.0224
2+40%11$%% 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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
81/84
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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"
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
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
-
8/20/2019 bulk 54 (2+36)-SCANTLING FINAL (1)
84/84