DOCUMENT NO
DATE
PROJECT: DESIGNED
TITLE:
#urlin esign -
CHECKED
SHEET
1.29
(UP TO 30 M HEIGHT)
Span of purlins m 3 Spacing of purlins m 1.29 Width of conveyor m 6.7 The purlins are designed as 3-span continuous.
18.43 1.22
De$ lo$ ! Self wt of !S sheet "2# !$%Wt of sheet)m ( 8.3*1.29*9.81)1###
Self wt of purlin (MC100) = &otal &otal -
8.3 #.1#+
'g)m2 ',)m
0.0956
',)m
0.201
',)m
&hic'ness of sheet(
%i&e lo$ ! ive load on roof + /s per $S 8+ "0art 2% &ale-2
'g)m2
eduction in (
+-"18.43-1#%2(
5ust load 1## /s per $S 8+ "0art 2% &ale-2
'g)m
eduction in dust load -
1##-"18.43-1#%2(
2
'g)m2
83.14
'g)m2
141.28
'g)m2
"/s per 56%
&otal &otal 7ence live load )m (
+8.14
141.281.22( (
12.3 1.690
'g)m ',)m
'in lo$ ! 6asic wind speed m)sec 50 1 ( 1.## " /s 0er 56% 3 ( 1.## 2 ( 1.040 "!ategory - 2 !lass -!% Design win spee +#111.#4( Design win pressure !
+2 #.+2:2(
/ssume ; of openings in the !onveyor gallery !pi ( = 0.7 h)w ( 3#).( 4.48 oof angle ( 18.43 !pe "WWS% ( !0.7"4 !pe "WS% (
!0.6
122.4
m)sec ,)m2 ( ( <2#;
122.4
,)m2
1.622
',)m2
efer cl .2.2.2 of tale + of $S 8+ "$$
%$1mm
DOCUMENT NO
DATE
PROJECT: DESIGNED
TITLE:
CHECKED
7ence Wind load on purlin >n WWS - "-#.84-#.%1.221.29 ( >n WS - "-#.-#.%1.221.29 (
-3.11# -2.2#
',)m ',)m
?or !pi =ve
Wind load on purlin >n WWS - "-#.84=#.%1.221.29 ( >n WS - "-#.=#.%1.221.29 (
-#.1 #.2#9
',)m ',)m
?or !pi -ve
SHEET
0urlin will e designed for !pi =ve. oad !ases ! - 1 5= ! -2 5=W Considering Purlin as a three span continous beam,
%C!1
D%%%
oad component normal to the rafter - "5=%!osq ( "#.2##=1 "#.2##=1.9% .9%#.9+( #.9+(
1.79
',)m
oad component parallel to the rafter - "5=%Sinq ( "# "#.2##=1.9%#.32(
# .
',)m
wl2)1# ( 1.93:2)1#( #.1.+:2)1#(
1 . 1 #.13+
',-m ',-m
@*)A** (
11####)2#9##(
.#3
,)mm2
@y)Ayy (
13+###)481#(
28.#
,)mm2
7ence ma* ending moment @* ( @y ( Sagrod(
1 ,os
!onsider section as MC 75 '*+ ,- S/ ,D 6ending stress -
&otal &otal stress - .#3=28.# ( nter$tion r$tio !
105.1 0.64
,)mm2 165M#$ 1.0 +-C S/
Ce for Deetion 0urlins are modelled as three span continous eams in S&//5 /ctual vertical deBection (
2.497 mm
/llowale deBection as per !lC .9.1 of $SC 8##-1984 for purlins has een ta'en as " &his limiting value has een considered to avoid damage to sheeting% Span) 2+#( So
3###)2+#(
< 2.497 88 /ctual deBection *e setion pro&ie is S$fe
12 12 88
mm
/llowale deBection
" efer 0gC
%
DOCUMENT NO
DATE
PROJECT: DESIGNED
TITLE:
CHECKED
SHEET
%C!2 (D%'%) oad component normal to the rafter - W=5!osq -3.11=#.2###.9+(
!2.92
',)m
@* ( @y (
wl2)1# ( -2.923:2)1#( #.#3:2)1#(
2.3 #.#+4#
',-m ',-m
@*)A** (
23####)2#9##(
12+.84
,)mm2
@y)Ayy (
+4###)481#(
11.23
,)mm2
oad component parallel to the rafter - 5Sinq #.# 7ence ma* ending moment -
Sagrods(
',)m
# ,os 6ending stress -
&otal stress - 12+.84=11.23( nter$tion r$tio !
137.07 0."3
,)mm2 219.5M#$ "1.33*1+(219.+ @pa% 1.33 +-C S/
Ce for Deetion 0urlins are modelled as three span continous eams in S&//5 /ctual vertical deBection (
4.07" mm
/llowale deBection as per !lC .9.1 of $SC 8##-1984 for purlins has een ta'en as " &his limiting value has een considered to avoid damage to sheeting% Span) 2+#( So
3###)2+#(
12
< 4.07" 88 12 88 /ctual deBection *e setion pro&ie is S$fe
mm
/llowale deBection
" efer 0gC
%
DOCUMENT NO
DATE
PROJECT: DESIGNED
TITLE:
*russ Design ! (178 +eigt) 1.29
CHECKED
SHEET
11+ 1.29
#.83+ 1.12## 3##
. m
oads from the purlin /% ro8 entr$l purlins ! $nBuence width( 5 - #.2##3( ', 0.602 ( 1.123( ', 3.3"1 2)3rd of ive load ( 2)3*1.9( W"normal to rafter%( !pi =ve WWS-3.113( WS -2.23( !pi -ve
WWSWS -
-#.13( #.2#93(
6% ro8 ige purlins !
!9.330 !".160
', ',
!0.52" 0.627
', ',
$nBuence width( ', 0.354 ', 1.9"9
5 ( W"normal to rafter%( !pi =ve WWSWS -
#.#18)2( 3.381)2( -9.33)2( -8.1)2(
!5.4"" !4."00
', ',
!pi -ve
-#.+28)2( #.2)2(
!0.311 0.369
', ',
WWSWS -
83+mm
1.12#
129#)2=11+
',)m "efer cl.4.+.1 of $S 8+-198"0art -ii%
760
width of central purlin(
atio( 129#)#(
!% ro8 $&es purlins !
" $nBuence width (3##="83+)2 %( 717.5 5 - #.)1.1( ', 0.519 width of central purlin( ( 3.38)1.1( ', atio( 83+)1.+ 2.915 W"normal to rafter%( !pi =ve WWS-9.33)1.1( ', !".043 WS -8.1)1.1( ', !7.034 !pi -ve
WWSWS -
-#.+3)1.1( #.3)1.1(
!0.455 0.541
', ',
?or dead loads from top chord racing acting on the roof trussD refer calculation on the ne*t page.
mm 129#mm 1.#
mm 83+mm 1.1
DOCUMENT NO
DATE
PROJECT: DESIGNED
TITLE:
CHECKED
C/%C%/*,- , D/D %,/D ,M #%/- :/C- 3.00 8
.# m
/ssuming 0lan 6racing as
$S/
ength of inclined memer(
65;65;6
5." g<8 " efer 0ageC %
3.6"0 m
So e$ lo$ of r$ing $ting $t te enter of oof *russ :otto8 or 3.8E+.8
( 21.34'g(
0.21 ',
/dd for gussetsD So total (
0.252 ',
De$ lo$ fro8 *op Co :r$ing *r$nsferre to e$ noe of M* 0.252<2=
0.126 ',
De$ lo$ of pl$n r$ings per S>.M of g$ller? $re$ is o8pute $s follows 3.8*2noFs*+.8)".*3%( /dd 2#; for gussetsD So total (
2.12 'g)SG.@ 2.544 'g)SG.@
/ition$l %i&e %o$ on e$ girer for te ire @gting pipe pipes load ( 9# 'g)m ,ode to node span ( m "H?H >/5 5/&/ 5.% 3 7ence calculated on each node ( 9# 3 ( 2# ( 2.7
&he aove mentioned loads are modelled in S&//5 .
'g ',
SHEET
DOCUMENT NO
DATE
PROJECT: DESIGNED
TITLE:
CHECKED
8e8er nos A
SHEET
767 76" 943 to 95" 915 to 920 9"1 to 1002 1025 to 1046 115" 1159 1164 1165 116" 1169 1206 1211 1212 1215 1216 1300 1302 1307 1314 1399 1400 1403 1404 1395 1396 Design of $fter ! ( :ening Co8pression ) # = 43 ', "!omp% " efer 0ageC % MB= 1 ',-m "moment% >/5 !/SHC 9 lengt %?? = 3530 mm 14#+ mm Lxx= 2 S/ 75;75;6 0rovide as the rafter &he memer is designed as eam 0roperties S/75756 r**( 23 mm ryy( 33. mm /rea(
132
mm2
A** ( 5epth
18## + 104.75 12.5
mm3 mm mm
?lange th( Slenderness ratio ( 5)& ( fc ( sc"all% (
+12.9
,)mm2
132.#8
,)mm2
sc"cal% (
+9.+2
,)mm2
sac"all% (
.1
,)mm2
sac"cal% (
24.83
,)mm2
nter$tion r$tio ! 24."3<76.159.52<132.0"= Design of $fter ! ( :ening *ension ) #t = 91 ', "&ension% MB= 1 ',-m "moment% 2 0rovide &he memer is designed as eam 0roperties S/75756
S/
75;75;6
/rea(
132
mm2
A** ( 5epth
18## +
mm3 mm mm
?lange th( st"all% (
165
,)mm2
st"cal% (
+9.+2
,)mm2
sat"all% (
150
,)mm2
sat"cal% (
+2.+4
,)mm2
nter$tion r$tio ! 52.54<15059.52<165=
0.7"
1, " efer 0ageC >/5 !/SHC 9
as the rafter
0.71
1.33 ,
%
DOCUMENT NO
DATE
PROJECT: DESIGNED
TITLE:
CHECKED
SHEET
Side runner design - (17m Height) 3##
&hic'ness of side sheet(
#.8mm
1+##
3## Span of side runner m 3 &he purlins are designed as 3-span continuous.
De$ lo$ ! Self wt of !S sheet " #.8mm &h'%Wt of sheet)m ( 1.+#.#8(
8 #.118
(
'g)m2 ',)m
'in lo$ ! 5esign wind pressure -
1.622
/ssume ; of openings in the !onveyor gallery !pi ( = 0.7 !pe "on / WWS% ( !pe "on 6 WS% (
0.7 !0.4
',)m2 <2#; )w ( h)w ( efer cl .2.2.2 of tale 4 of $S 8+ "$$
%$q
!onsidering suction"internal% &otal wind force on a side runner "WWS% "#.=#.%1.22""1.+)2%="#.3%%( &otal wind force on a side runner "WS% "-#.4-#.%1.22""1.+)2%="#.3%%( @a*imum ending moment @** ( 2.3843:2)1#( @yy ( #.1183:2)1#( !onsider section as MC 100 6ending stress -
&otal stress -
A
2.3"4
',)m
!1."73
',)m
3.3388 /ctual deBection
B
@*)A** (
214+9#)33+##(
4.#
,)mm2
@y)Ayy (
1#2##)1#(
13.
,)mm2
77."3 0.47
,)mm2 219.45 (1.33;165)M#$ 1.13 +-C S/
Ce for Deetion Siderunners are modelled as three span continous eams in S&//5 /ctual 7oriIontal deBection ( 3.330 mm /llowale deBection as per !lC .1# of $SC 8##-1984 for " &his limiting value has een c onsidered to avoid damage to sheeting%
So
(50<6.70) (30<6.70)
( Consiering Sie runners $s tree sp$n ontinous) 2.14 ',-m #.1# ',-m
4.#=13. ( nter$tion r$tio !
Span) 2+#(
7.463 4.47"
3###)2+#(
12
1288
mm
/llowale deBection
" efer 0gC
%
DOCUMENT NO
DATE
PROJECT: DESIGNED
TITLE:
*e setion pro&ie is S$fe
CHECKED
SHEET
DOCUMENT NO
DATE
PROJECT: DESIGNED
TITLE:
CHECKED
SHEET
8e8er nosA
"05 *o "27 "29 "31 "33 "35 "37 "39 "41 "43 "45 "47 "49 "51 "53 "55 "57 "59 "61 "63 "6 "69 911 921 to 942 1149 to 1152 1160 1161 1266 12"0 12"2 12"" 1290 13"3 to 13"6 1393 Design of :otto8 Cor ! ( Ce for :ening Co8pression ) " efer 0gC % # = "7 ', "!omp% >/5 !/SHC MB= 1 ',-m "moment% lengt %?? = 3350 mm 1333 mm Lxx= 2 S/ 90906 0rovide as the rafter &he memer is designed as eam S/ 90906 0roperties r**( 2. mm ryy( 39.+ mm /rea(
21##
mm2
A** ( 5epth
244## 9# "4."1 15
mm3 mm mm
?lange th( Slenderness ratio ( 5)& ( fc ( sc"all% (
+93.89
,)mm2
13.9
,)mm2
sc"cal% (
4#.98
,)mm2
sac"all% (
9+.
,)mm2
sac"cal% (
41.43
,)mm2
nter$tion r$tio ! 41.43<95.640.9"<136.97= 0.73 1.33 , Design of :otto8 or 8e8er ! ( :ening *ension ) #t = 99 ', "&ension% MB= 1 ',-m "moment% 2 S/ 90906 0rovide as the rafter &he memer is designed as eam S/ 90906 0roperties /rea(
21##
mm2
A** ( 5epth
244## 9#
mm3 mm mm
?lange th( st"all% (
165
,)mm2
st"cal% (
4#.98
,)mm2
sat"all% (
150
,)mm2
sat"cal% (
4.14
,)mm2
nter$tion r$tio ! 47.14<15040.9"<165=
0.56
1.33 ,
" efer 0gC >/5 !/SHC 9
%
DOCUMENT NO
DATE
PROJECT: DESIGNED
TITLE:
Design of :otto8 Cor !
Co8pressi&e fore on oof *russ :otto8E #=
102 ', " efer 0gC
%
"7 ', " efer 0gC
%
r** ( ryy (
2. 39.+
', "!omp% "5=W% Lxx = mm 21## as the ottom chord mm mm
/rea (
21##
mm2
*ot$lE # = yy (
")r%ma* (
SHEET
( Co8ine $tion wit *op Cor :r$ing)
Co8pressi&e fore on *C:E #=
0rovide
CHECKED
1"9 33+# S/
mm
84.81
sac"all% (
9+.
@0a
sac"cal% (
9#
@0a
nter$tion r$tio !
0.94
1.33 ,
Di$gon$l 8e8ers! 8e8er nosA 730 to 740 959 to 9"0 1003 to 1024 1047 to 1090 1144 1162 1163 1166 11 1199 1209 1210 1213 1214 1217 to 1220 1275 130" 1210 1315 1317 1324 1325 1326 1327 137" 1397 139" 1 # = 17 ', "oad case 9 % " efer 0gC % Me8er lengt ! 1.735 1 / 65656 ** ( 1.3+#.8+ 1.44+ yy ( 1.4 m 0roperties of the sectionru( 2+ mm rv( 12. mm
m
0rovide
/rea( 7ence )r"ma*% ( sac"all% ( sac"cal% (
nter$tion r$tio =
+8 13.
mm2
+2
@0a
29.93 0.5"
m
@0a 1.33 +-C S/
8e8er nosA 730 to 740 959 to 9"0 1003 to 1024 1047 to 1090 1144 1162 1163 1166 11 1199 1209 1210 1213 1214 1217 to 1220 1275 130" 1210 1315 1317 1324 1325 1326 1327 137" 1397 139" 1 #t = 17 ', "oad case 9 % Me8er lengt ! 1.735 m 0rovide 1 / 65656 ** ( 1.3+#.8+ 1.4+ m yy ( 1.3+ m 0roperties of the sectionru( 19 mm rv( 9. mm /rea( sat"all% ( sat"cal% (
nter$tion r$tio =
+8
mm2
1+#
@0a
29.93 0.20
@0a 1.33 +-C S/
" efer 0gC
%
DOCUMENT NO
DATE
PROJECT:
TITLE:
DESIGNED
CHECKED
SHEET
LARSEN & TOUBRO LIMITED ECC Division – EDRC PROJECT Doc. No.
IISCO, COAL & COKE HANDLING SYSTEM, RMHS, 01B O8024-C-BM-8-DC-00!!
PARTIC#LARS
PROPERTIES
OB N O8024 SHEET E". No. DATE DESIGNED CHECKED NHK IB
PL.GIRDER-2 !"n#$s -22% '() ' *$+ -2, '2 AREA RXX RYY ZXX
10376 129.41 52.35 1121048.38
ZYY
258497.26
wt
16
0
12
2,
mm 16
d1 ( 1344 d1 85
kg
220
310 C$/0 1o *$+ 3i/0n$ss d1 t, $,= 816
= 81.45
=
3.27
mm
=
3.27
mm
M!m"m t#$k!%&& '( w%)=
3.27
mm
C$/0 1o 1!"n#$ o43s3"n5 256 *1 R* (
=
259.05
mm
16 *1
=
256
mm
M,xm"m (-,g% '"t&t,!d =
256
M L E +%( mm
M'm%!t '( !%t, ,)'"t Y/Y ,x&
=
2.843470E07
mm4
M'm%!t '( !%t, ,)'"t Z/Z ,x&
=
1.737625E08
mm4
= = = =
1000 11000 200000
%$t'! 1 ;B 600x220x154.5 ;B 600x220x122.4 ;B 600x220x107.6
+ 2 610 600 597
* 3 24 19 17.5
xx 4 24.52 243 246
5 47.9 46.6 47.7
Zxx 6 3678800 3069400 2777800
A%, 7 19680 15600 13700
Z 8 403600 307900 283300
xx 9 1183020000 920830000 829190000
10 45208000 33873000 31163000
:* 11 154.40 122.40 107.60
;B 500x200x90.7 ;B 450x190x77.7 ;B 400x180x66.3
500 450 400
16 14.6 13.5
204.3 184.8 165.5
43.1 41.2 39.5
1927900 1499700 1156400
11550 9880 8450
241200 176400 146400
481990000 337430000 231280000
21417000 16759000 13178000
90.70 77.70 66.30
10.2 9.4 8.6
;B 400x180x57.4 B 305x165x54 B 305x165x46
397 310.4 306.6
12 13.7 11.8
166.6 130.4 129.8
40 39.3 39
1022300 753600 645700
7310 6877 5875
130100 127000 108000
202930000 117000000 98990000
11706000 10630000 8957000
57.40 54.00 46.00
7 7.9 6.7
B 254x146x37 B 203x133x25 B406x178x54
256 203.2 402.6
10.9 7.8 7.7
108.3 85.6 164.8
34.8 31 38.5
432600 230300 930000
4717 3197 6895
78000 46200 115000
55370000 23400000 187200000
5706000 3847000 10210000
37.00 25.00 54.10
6.3 5.7
B406x178x60 B406x178x67 B406x178x74 2;B 600x220x122.4 2;B 600x220x107.6 2;B 500x200x90.7 2;B 450x190x77.7 2;B 400x180x66.3 2;B 400x180x57.4 2B 305x165x54 2B 305x165x46 2B 254x146x37 2B 203x133x25
406.4 409.4 412.8 600 597 500 450 400 397 310.4 306.6 256 203.2
7.9 8.8 9.5 19 17.5 16 14.6 13.5 12 13.7 11.8 10.9 7.8
168 168.7 170 174.927 177.1997 147.6229 133.8826 120.2704 121.1651 96.33007 95.84873 80.46136 65.27893
39.7 39.9 40.4 174.927 177.19973 147.62287 133.88258 120.27041 121.16511 96.33007 95.848728 80.461358 65.27893
1063000 1189000 1323000 3182343 2882255 2013628 1574173 1222290 1081290 822358 704155 477156 268179
7652 8554 9451 31200 27400 23100 19760 16900 14620 13754 11750 9434 6394
135000 153000 172000 3182343 2882255 2013628 1574173 1222290 1081290 822358 704155 477156 268179
216000000 243300000 273100000 954703000 860353000 503407000 354189000 244458000 214636000 127630000 107947000 61076000 27247000
12030000 13650000 15450000 954703000 860353000 503407000 354189000 244458000 214636000 127630000 1 07947000 61076000 27247000
60.10 67.10 74.20
125 150 200 250
8.2 9 11.4 14.1
51.8 61.1 80.3 99.4
37.2 57.3 57.8 61.8
86400 207800 363800 610600
2014 4176 5642 7734
55800 182500 251200 368900
540000 15588000 36386000 76336000
278800 13688000 18836000 29510000
2M> 125 2M> 150 2M> 200 2M> 250
t 12 12
M> 75 M> 100 M> 125 M> 150 M> 200 M> 250 M> 300 M> 350 M> 400 %$t'! 1
75 100 125 150 200 250 300 350 400
7.5 7.7 8.2 9 11.4 14.1 13.6 13.5 15.3
29.40 39.7 50.5 60.8 80.2 99.2 118 136 154
11.90 14.8 19.1 22 22.2 23.7 26 28.2 28.2
20900 33500 68100 105000 181000 307000 428000 576000 760000
910 1220 1670 2130 2850 3900 4630 5440 6380
4810 7710 13400 19500 26400 38500 47100 57300 67000
785000 1920000 4250000 7880000 18300000 38800000 64200000 100000000 152000000
129000 267000 611000 1030000 1410000 2110000 3130000 4340000 5080000
+ 2
* 3
xx 4
5
Zxx 6
A%, 7
Z 8
xx 9
10
7.14 9.56 13.10 16.80 22.30 30.60 36.30 42.70 50.10 :* 11
4.8 5 5.3 5.7 6.2 7.2 7.8 8.3 8.8 t 12
B 13
CROSS BEAM
220 200 190 180 180 166.9 165.7 146.4 133.2
B 254x146x37 mm
A%, 4717 x 108.3 34.8 x 5.5E07 5706000 Zx 432600 Z 78000 * 10.9 t 6.3 + 256 :* D7T 8 T73 8 5'73 8
6, kg?m 26.9 '., 6,.2
$m
146.4
47.17
10.83 3.48
5537.00 570.60
432.60
10.9
256
78.00
1.09
0.63
25.60
2 9
r?? = 34.8 F;; = 432600 /re$ = 4717 D<* = 23.49
TRUSS
10.9
6.3
234.2
40 50 75 75 80
MC '%% r;;= r??= /re$= F;; = D= *=
39.7 14.8 1220 33500 100 7.7
> M> 100 xx= = A%,= Zxx = += *=
39.7 14.8 1220 33500 100 7.7
/re$= 1220 F;; = 33500 D= 100 *= 7.7
SECTION PROPERTIE 2
1 SECTION
3
4
Weight Total Deth Fla!ge Wi"th W #$g%
H #'
( #'
25.10
203.2
133.2
37.00
256
146.4
UB +*-,1/-,/
46.10
306.6
165.7
UB +*-,1/-,-
54.00
310.4
166.9
UB */,10,/*
60.10
406.4
177.9
UB /1*,))2,1*1
101.00
602.6
227.6
UB /1*,))2,1)-.1
125.10
612.2
229
NPB **,1*,-0.
57.40
397
180
NPB **,1*,//.+
66.30
400
180
NPB -*,12*,00./
77.60
450
190
NPB -**,)**,2*.0
90.70
500
200
NPB /**,))*,1*0./
107.6
597
220
MC0-
7.14
75
40
MC1**
9.56
100
50
MC1)-
13.10
125
65
MC1-*
16.80
150
75
MC10-
19.60
175
75
MC)**
22.30
200
75
MB)**
24.20
200
100
UB )*+,1++,)UB )-,1/,+0
FOR PARALLEL FLANGE BEAMS & COLUMNS PRODUCED A 5
6
7
8
9
10
Th. O3 We( Th. O3 Fla!ge Root Ra"i45 A6ea
I77
I88
t9 #'
T3 #'
6 #'
:)
:
:
5.7
7.8
7.6
31.97
2340
307.6
6.3
10.9
7.6
47.17
5537.0
570.6
6.7
11.8
8.9
58.75
9899.0
895.7
7.9
13.7
8.9
68.77
11700.0
1063.0
7.9
12.8
10.2
76.52
21600.0
1203.0
10.5
14.8
12.7
128.9
75780.0
2915.0
11.9
19.6
12.7
159.3
98610.0
3932.0
7
12.0
21.0
73.1
20293.00
1170.6
8.6
13.5
21.0
84.5
23128.00
1317.8
9.4
14.6
21
98.8
33743.00
1675.9
10.2
16
21
115.5
48199.00
2141.7
9.8
17.5
24
137
82919
3116.3
4.8
7.5
8.5
9.1
78.50
12.9
5
7.7
9
12.2
192.00
26.7
5.3
8.2
9.5
16.7
425.00
61.1
5.7
9
10
21.3
788.00
103.0
6
10.2
10.5
24.9
1240.00
122.0
6.2
11.4
11
28.5
1830.00
141.0
5.7
10
11
30.8
2120.00
137.0
T RAIGARH. 11
12
13
14
;77
;88
677
688
:+
:+
:
:
230.3
46.2
8.56
3.1
432.6
78.0
10.83
3.48
645.7
108.0
12.98
3.9
753.6
127.0
13.04
3.93
1063.0
135.0
16.8
3.97
2515.0
256.0
24.24
4.75
3221.0
343.0
24.88
4.97
1022.30 131.10
16.66
4
1156.40
146.40
16.55
3.95
1499.70 176.40
18.48
4.12
1927.90 241.20
20.43
4.31
2777.8
283.3
24.6
4.77
20.90
4.81
2.94
1.19
33.50
7.71
3.97
1.48
68.10
13.40
5.05
1.91
105.00
19.50
6.08
2.2
141.00
23.00
7.04
2.21
181.00
26.40
8.02
2.22
212.00
27.40
8.29
2.11
1 SECTION
UB )*+,1++,)UB )-,1/,+0 UB +*-,1/-,/ UB +*-,1/-,- UB */,10,/* UB /1*,))2,1*1 UB /1*,))2,1)-.1 NPB **,1*,-0. NPB **,1*,//.+ NPB -*,12*,00./ NPB -**,)**,2*.0 NPB /**,))*,1*0./ MC0MC1** MC1)MC1-* MC10MC)** MB)**
