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IBWT1&2-HOPPER-WALL-DESIGN-15-DEC-P0-CHK.xls

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  DESIGN OF HOPPER-WALLS OF WT-1&2 : BY WORKING STRESS METHODDescripi! # isS$%!'DATEWALL HW1AWALL HW1AWALL HW1AWALL HW1AWALL HW1WALL HW1WALL HW1WALL HW1WALL HW2WALL HW2WALL HW2 TOP STEELTOP STEELBOT STEELBOT STEELTOP STEELTOP STEELBOT STEELBOT STEELTOP STEELTOP STEELBOT STEEL PLATE ELEMENTS (! si)ere) RADIALRADIALMERIDONIALMERIDONIALRADIALRADIALMERIDONIALMERIDONIALRADIALRADIALMERIDONIALOUTINNER FACEOUTINNER FACEOUTINNER FACEOUTINNER FACEOUTINNER FACEOUT M!%e  M* + M$MYMYM,M,MYMYM,M,MYMYM, PLATE ELEMENT N! 18771913182018201098113410411041 $% ao#g 7&0$'( $% ao#g 7&0$' 841 L!) (!%i i!  113 108 107 108 112 103 102 103 112 112 103 Desi. M!%e /N-%201034055620103405567115151M!%e  M*$ !r M$*/N-%682802522682802522608264520STAAD E'e%e  N9%er   1865 1922 2000 1830 1112 1143 1211 1134 1027 962 842 L!) (!%i i!  113 108 107 107 112 103 102 113 112 114 102 Ser Sress S) ;'9e  0.108 0.087 0.236 0.25 0.11 0.087 0.203 0.146 0.29 0.13 0.214 STAAD E'e%e  N9%er  1877.001877.00828.00828.001098.001098.00828.00828.00884.00884.00138.00 L!) (!%i i! 114.00114.00114.00114.00114.00114.00114.00114.00112.00112.00112.00 A,IAL TENSILE STRESS 2.042.041.421.422.042.041.421.422.232.231.23 Tic/ ess pr!<i)e)%%T566566566566566566566566566566566 C!a- Cov!- $o S$!! &0&0&0&0&0&0&0&0&0&0&0 Di%eer != Rer Mi Fce%%)2614261426142614282814Spci . OF Rer %%s128128128128128128128128128128128Are != see' pr!<i)e)28151460281514602815146028151460572357231460Di%eer != Rer O Oer Fce%%)1414141414141414141412Spci . OF Rer %%s128128128128128128128128128128128Are != see' pr!<i)e)1460146014601460146014601460146014601460768 /-a,! of o#-!$!3030303030303030303030/-a,! of S$!!f&00&00&00&00&00&00&00&00&00&00&00 S=e+# s=e =!r Be )i . %!%e SAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESee' Pr!<i)e) =!r Te > BM ?Mi @SAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESee' ! Oer FceSAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESer Rei =!rce%e  Re9ire)NONONONONONONONONONONO To$a D!%+g# Mo !#$  U#fa$o-!, (N M28.9421.20&0.032.028.9421.20&0.032.092.2&131.333.80Eff!$+v! D!5$' 5-ov+,!, 240242240242240242240242238238242N6 2 N6 2 , 5-o,  DESIGN OF HOPPER-WALLS OF WT-1&2 : BY WORKING STRESS METHOD 0.&00.30.880.&0.&00.30.880.&1.42.330.&8 M!%e  != resis ce != Seci! (N 14.249.&014.249.&014.249.&014.249.&0220.38220.389.&0 Are != See' Re9ire) =!r BM73558504748573558504748514572588845?Sec 412  p-107  SP-14@Direc e si! ! Ec =ceT=568756872156215656875687215621565585581050A))ii! ' See' Re9ire) ! ec =ce11122111223383381112211122338338121412144402T!' See' re9ire) =r!% BM & T1467814841411510614678148414115106204625841712514(ec/ =!r Ser   A$a S'!a- S$-!%% S0.140.110.300.310.140.110.2&0.180.370.10.270.4140.3480.4140.3480.4140.3480.4140.3480.4890.4890.348S'!a- Ca5a+$ Of S!$+o# (N99.2884.2399.2884.2399.2884.2399.2884.2311.1911.1984.23S'!a- $o )! P-ov+,!, ) R!+#f0.000.000.000.000.000.000.000.000.000.000.00 I cse Ser ! e resie) $ Ser rei =!rce%e  ? Sirr9ps @I p9 )i%eer != Li /%%1616161616161616161616Spci . != Li /s i PerpC'r )ir  286286286286286286286286286286286 N )!- of L!g% 5!- !$-! !#g$' 4.004.004.004.004.004.004.004.004.004.004.00 Re9ire) Spci . != Sirr9ps +Li /%%66666666666 M6), 2 2 N6 2 P!- +%%+)! S'!a- N6 2  a% 5!- SP1:Ta)!80:52;  ; %  DESIGN OF HOPPER-WALLS OF WT-1&2 : BY W Descripi! # isS$%!'PLATE ELEMENTS (! si)ere) M!%e  M* + M$ PLATE ELEMENT N!L!) (!%i i! Desi. M!%e /N-%M!%e  M*$ !r M$*/N-%STAAD E'e%e  N9%er L!) (!%i i! Ser Sress S) ;'9eSTAAD E'e%e  N9%er L!) (!%i i! A,IAL TENSILE STRESSTic/ ess pr!<i)e)%%T C!a- Cov!- $o S$!! Di%eer != Rer Mi Fce%%)Spci . OF Rer %%sAre != see' pr!<i)e)Di%eer != Rer O Oer Fce%%)Spci . OF Rer %%sAre != see' pr!<i)e) /-a,! of o#-!$!/-a,! of S$!!f S=e+# s=e =!r Be )i . %!%e See' Pr!<i)e) =!r Te > BM ?Mi @See' ! Oer FceSer Rei =!rce%e  Re9ire) To$a D!%+g# Mo !#$  U#fa$o-!, (N MEff!$+v! D!5$' 5-ov+,!, N6 2 N6 2 , 5-o, WALL HW2WALL HW2AWALL HW2AWALL HW2AWALL HW2AWALL HW5WALL HW5WALL HW5WALL HW5WALL HW5AWALL HW5A BOT STEELTOP STEELTOP STEELBOT STEELBOT STEELTOP STEELTOP STEELBOT STEELBOT STEELTOP STEELTOP STEELMERIDONIALRADIALRADIALMERIDONIALMERIDONIALRADIALRADIALMERIDONIALMERIDONIARADIALRADIALINNER FACEOUTINNER FACEOUTINNER FACEOUTINNER FACEOUTINNER FACEOUTINNER FACE M,MYMYM,M,MYMYM,M,MYMY 80g of a !! !#$% ao#g 7&0$' 1201391311124112&0124120902020 102 113 113 108 107 112 102 102 102 113 107 31018118051311551218688581551216163868206111015101511015 139 1672 1743 1621 1638 1292 1311 1242 1340 2071 2128112 113 107 107 107 114 112 112 113 113 1120.245 0.288 0.149 0.214 0.202 0.202 0.164 0.255 0.197 0.284 0.109 138.0013.0013.001&0.001&0.001291.001291.001291.001291.002070.002070.00112.00113.00113.00113.00113.00112.00112.00112.00112.00113.00113.001.232.232.231.231.231.341.341.991.991.341.34 566566566566566566566566566566566 &0&0&0&0&0&0&0&0&0&0&0 142828141414142626141412812812812812812812812812812812814605723572314601460146014602815281514601460121414121214141414141412812812812812812812812812812812876814601460768768146014601460146014601460 3030303030303030303030&00&00&00&00&00&00&00&00&00&00&00 SAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFESAFENONONONONONONONONOYESNO 47.2082.2&11.3433.8047.202&.102.40&.307.802&.102.40242238238242242242242240240242242  DESIGN OF HOPPER-WALLS OF WT-1&2 : BY W  M!%e  != resis ce != Seci! (N Are != See' Re9ire) =!r BM?Sec 412  p-107  SP-14@Direc e si! ! Ec =ceT= A))ii! ' See' Re9ire) ! ec =ceT!' See' re9ire) =r!% BM & T(ec/ =!r Ser   A$a S'!a- S$-!%% S o- a Loa, OR S'!a- Ca5a+$ Of S!$+o# (NS'!a- $o )! P-ov+,!, ) R!+#f  I cse Ser ! e resie) $ Ser rei =!rce%e I p9 )i%eer != Li /%%Spci . != Li /s i PerpC'r )ir  N )!- of L!g% 5!- !$-! !#g$' Re9ire) Spci . != Sirr9ps +Li /%% M6), 2 2 N6 2 P!- +%%+)! S'!a- N6 2  a% 5!- SP1:Ta)!80:52;  ; % 0.811.42.00.&80.810.430.4&1.131.180.430.4&9.&0220.38220.389.&09.&09.&09.&014.2414.249.&09.&0 304014842635184530401061112221148210611050551551105010502618261827012701261826184402121312134402440235283528160501605035283528188624065203012514188611867113242264622761186711324 0.300.30.190.270.2&0.2&0.200.320.2&0.3&0.140.3480.4890.4890.3480.3480.3480.3480.4140.4140.3480.34884.2311.1911.1984.2384.2384.2384.2399.2899.2884.2384.230.000.000.000.000.000.000.000.000.000.970.00   1616161616161616161616286286286286286286286286286286286 4.004.004.004.004.004.004.004.004.004.004.00 666666666106216
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