90
ABENGOA PERU MEMORIA DE CALCULO 992664-5820-D-ST-MC-1010 Re PROYECTO DE AMPLIACION DE OPERACIONES Pag. SHOUGANG HIERRO PERÚ S.A.A. PROYECTO DE AMPLIACION DE SHOUGANG HIERRO PERÚ MEMORIA DE CALCULO CODIGO SHP: 992664-5820-D-ST-MC-1010 TORRE DE TRANSFERENCIA TT-4 PAQUETE 05 B 16.01.15 estor Cardena H. Reyes J. Guzman Revisión del

992664-5820-D-ST-MC-1010_Rev. B

Embed Size (px)

DESCRIPTION

MEMORIA DE CALCULO

Citation preview

ABENGOA PERUMEMORIA DE CALCULO992664-5820-D-ST-MC-1010PROYECTO DEAMPLIACION DE OPERACIONESPag.SHOUGANG HIERRO PER S.A.A.PROYECTO DE AMPLIACION DE SHOUGANG HIERRO PERMEMORIA DE CALCULOCODIGO SHP: 992664-5820-D-ST-MC-00TORRE DE TRANS!ERENCIA TT-4PA"UETE 05B 16.01.15 Revisin del cliente Nestor Crdens !. Re"es #. $%&'nB 16.01.15 Revisin del cliente Nestor Crdens !. Re"es #. $%&'n( 05.01.15 Revisin intern Nestor Crdens !. Re"es #. $%&'nR#$. !#%&a E'()(*+ ,a-a P-#,a-a*+ ,+- R#$(.a*+ ,+- A,-+/a*+ ,+- A,-+/a*+ ,+-SHP992664-5820-D-ST-MC-1010 Rev. BPag. SHOUGANG HIERRO PER S.A.A.PROYECTO DE AMPLIACION DE SHOUGANG HIERRO PERMEMORIA DE CALCULOCODIGO SHP: 992664-5820-D-ST-MC-00TORRE DE TRANS!ERENCIA TT-4PA"UETE 05A,-+/a*+ ,+-SHPABENGOA PERUMEMORIA DE CALCULO992664-5820-D-ST-MC-1010PROYECTO DEAMPLIACION DE OPERACIONESPag.INDICE.0 GENERALIDADES1.1 ()C(NC*1.2 D*SCR+,C+-N1.. C/D+$/S 0 *ST(ND(R*S N/RM(T+1/S1.4 ,)(N/S R*2*R*NC+()*S1.5 D/C3M*NT/S R*2*R*NC+()*S1.6 M*T/D/)/$+(1.4 ,(R(M*TR/S D*) S3*)/1.8 M(T*R+()*S1.9 T+,/S D* C(R$(S 1.10 C/MB+N(C+/N*S D* (N()+S+S 0 D+S*5/2.0 CARGAS DE DISE0O2.1 C(R$(S D* D+S*5/ 6T-1 7*#* 462 (82.2 C(R$(S D* D+S*5/ 6T-2 7*#* 462 D82.. C(R$(S D* D+S*5/ 6T-. 7*#* 46. (82.4 C(R$(S D* D+S*5/ 6T-4 7*#* 46. D82.5 C(R$(S D* D+S*5/ )/S( TT-41.0 ANALISIS Y DISE0O DE LA CIMENTACION1. CIMENTACI2N3T-..1.1 $*/M*TR+( ..1.2 1*R+2+C(C+-N ,/R 1/)T*/ ..1.. C9)C3)/ D* )(S T*NS+/N*S..1.4 D+2*R*NC+( D* !3ND+M+*NT/S..1.5 D+S*5/ D* )( C+M*NT(C+/N..1.6 1*R+2+C(C+/N ,/R ,3N6/N(M+*NT/ 0 C/RT(NT* 1.2 CIMENTACI2N3T-2..2.1 $*/M*TR+( ..2.2 1*R+2+C(C+-N ,/R 1/)T*/ ..2.. C9)C3)/ D* )(S T*NS+/N*S..2.4 D+2*R*NC+( D* !3ND+M+*NT/S..2.5 D+S*5/ D* )( C+M*NT(C+/N..2.6 1*R+2+C(C+/N ,/R ,3N6/N(M+*NT/ 0 C/RT(NT* 1.1 CIMENTACI2N3T-1....1 $*/M*TR+( ....2 1*R+2+C(C+-N ,/R 1/)T*/ ..... C9)C3)/ D* )(S T*NS+/N*S....4 D+2*R*NC+( D* !3ND+M+*NT/S....5 D+S*5/ D* )( C+M*NT(C+/N....6 1*R+2+C(C+/N ,/R ,3N6/N(M+*NT/ 0 C/RT(NT* 1.4 CIMENTACI2N3T-4..4.1 $*/M*TR+( ..4.2 1*R+2+C(C+-N ,/R 1/)T*/ ..4.. C9)C3)/ D* )(S T*NS+/N*S..4.4 D+2*R*NC+( D* !3ND+M+*NT/S..4.5 D+S*5/ D* )( C+M*NT(C+/N..4.6 1*R+2+C(C+/N ,/R ,3N6/N(M+*NT/ 0 C/RT(NT* ABENGOA PERUMEMORIA DE CALCULO992664-5820-D-ST-MC-1010PROYECTO DEAMPLIACION DE OPERACIONESPag.4.0 ANALISIS Y DISE0O DEL PEDESTAL PT-4.1 $*/M*TR+( 4.2 D+S*5/ D*) ,*D*ST()4.. 1*R+2+C(C+/N D*) *S,(C+(M+*NT/ ,/R C/RT(NT* 4.4 D*S,)(6(M+*NT/S )(T*R()*S 4.5 D+($R(M(S D* +T*R(CC+/N5.0 AN4LISIS Y DISE0O DE LA LOSA TT-45.1 $*/M*TR+( 5.2 D+S*5/ )( )/S( 5.. 1*R+2+C(C+/N ,/R ,3N6/N(M+*NT/ 0 C/RT(NT* 5.4 1*R+2+C(C+/N D* (S*NT(M+*NT/S 5.5 1*R+2+C(C+/N D* ,R*S+/N *N *) T*RR*N/6.0 ANALISIS Y DISE0O DE PERNOS DE ANCLA5EPT-6.1 R*S+ST*NC+( D*) (C*R/ D* 3N (NC)(#* *N T*NS+/N.6.2 R*S+ST*NC+( () (RR(NC(M+*NT/ D*) C/NCR*T/ ,/R TR(CC+/N.6.. R*S+ST*NC+( () D*S,R*ND+M+*NT/ )(T*R() ,/R TR(CC+/N.6.4 R*S+ST*NC+( ( )( *:TR(CC+-N ,/R D*S)+6(M+*NT/ D* 3N (NC)(#* ( T*NS+-N.6.5 1*R+2+C(C+-N ,/R *S23*R6/S C/MB+N(D/S ( TR(CC+-N 0 C/RT*.992664-5820-D-ST-MC-1010 Rev. BPag. 2INDICEP6g.44666666444121.1.141515161614181919202021222.2.242425262424282829.0992664-5820-D-ST-MC-1010 Rev. BPag. 1.1.1.1.2...4.4.9.9.94141414142ABENGOA PERUMEMORIA DE CALCULO992664-5820-D-ST-MC-1010PROYECTO DEAMPLIACION DE OPERACIONESPag. GENERALIDADES. ALCANCE.2 DESCRIPCI2N) torre de trns;erenci TT-4 se enc%entr % 5820-CB-140 " 58.0-CB-110.*l =resente doc%'ento corres=onde l n?lisis " dise@o de ls ci'entciones de l Torre de trns;erenci TT-4 " l los TT-4A ls c%les se enc%entrn en l interseccin de l ;> 5820-CB-140 " 58.0-CB-110.!(g7-a N8 1ist en .D de ls ci'entciones de l TT-4 " de l ;> 58.0-CB-110ABENGOA PERUMEMORIA DE CALCULO992664-5820-D-ST-MC-1010PROYECTO DEAMPLIACION DE OPERACIONESPag.B!(g7-a N82 1ist en =lnt de ls ci'entciones de l TT-4 " de l ;> 58.0-CB-110!(g7-a N81 1ist en =lnt de ls ci'entciones de l TT-4!(g7-a N84 1ist en =lnt de ) los TT-4NOTA: =r los =edestles 6-4C el nlisis " dise@o se enc%entrn en l 'e'ori de clc%loD 992664-5820-D-ST-MC-1010ABENGOA PERUMEMORIA DE CALCULO992664-5820-D-ST-MC-1010PROYECTO DEAMPLIACION DE OPERACIONESPag..1 CODIGOS Y ESTANDARES NORMATI9OS,r el desrrollo de l inEenierF de ests estr%ct%rsse Gr? %so de los siE%ientes cdiEos " est?ndresD(C+ - .18 7('ericn Concrete +nstit%te - ReH%isitos de ReEl'ento =r Concreto *str%ct%rl - (C+8(STM 7('ericn Societ" ;or TestinE nd Mterils8Nor' *-050 7Nor' ,er%n de S%elos " Ci'entciones8Nor' *-060 7Nor' ,er%n de Concreto (r'do8Nor' *-0.0 7Nor' ,er%n de dise@o sis'ico8.4 PLANOS RE!ERENCIALESP:a;+ %($(:#. P:a;+. '#%a;(%+..455CR1.01Rev.1 596CR1.01Rev.1 510CR1.01Rev.159.CR1.01Rev. 1 594CR1.01Rev.1 512CR1.01Rev. 1P:a;+ *# *#)a::#. 992664-5820-D-C-DI$-1065 Rev. B992664-5820-D-C-DI$-1040 Rev. B992664-5820-D-C-DI$-1045 Rev. BP:a;+. *# 7/(%a%(es del so;tKre.3YY3A AEB#. $#;*+- EB#. *#: .+?)Ca-#E)(D7#)a N+'/-# *#: %a.+ Na)7-a:#@aD) ded lodded lod )) live lodlive lod R)) roo; live lod roo; live lodM) live lod 'terillive lod 'teril IU: Kind U: Kind U:I-: Kind -: Kind -:I-0 Kind U6 Kind U6IU0 Kind -6 Kind -6SU: Seis'ic U: Seis'ic U:S-: Seis'ic -: Seis'ic -:SU0 Seis'ic U0 Seis'ic U0S-0 Seis'ic -0 Seis'ic -0SU6 Seis'ic U6 Seis'ic U6/,)) live lod o=ertion =l%EEed cG%teU 'L es de l ;> 58.0-CB-110.S-Y -1.5. -18.46 -22.94SJ3 0.61 0.51 10.60OPLL -8.05 -..98 -40.44CLL 0.41 0.20 -2.96ABENGOA PERUMEMORIA DE CALCULO992664-5820-D-ST-MC-1010PROYECTO DEAMPLIACION DE OPERACIONESPag.2.2 CARGAS DE DISE0O 3T-2 EE5E 462 DF!G !H FzDL -0.82 1.22 -21.61LL -0.41 2.04 -14.04RLL -0.10 0.00 -1.6.IJA 4.28 -0.10 10.40I-A -..84 0.00 -4.59I-Y 0.51 -4.49 4.44IJY -0.20 4.69 -1.8.SJA 12... -0.20 2..45S-A -1..56 0.20 -25..8SJY -1.4. 18.96 -22.8.S-Y 1.4. -19.24 22.8.SJ3 0.51 -0.41 10.09OPLL -4.24 ..98 -.5..4CLL -0..1 0.20 -0.412.1 CARGAS DE DISE0O 3T-1 EE5E 461 AF!G !H FzDL 1.8. -1.02 -18.45LL 1.02 -1.8. -15.40RLL 0.10 0.00 -1.6.IJA 4.49 0.10 -4.89I-A -4.49 0.00 10.40I-Y -0.20 -...6 0.00IJY -0.20 ..44 5.41SJA 1..05 0.10 -24.06S-A -14.48 -0.10 26..0SJY 0.00 1..46 1..86S-Y 0.00 -1..66 -1..86SJ3 -0.41 0.41 5.50OPLL -6.52 -2.14 0.51CLL 0.82 -0.20 -4.142.4 CARGAS DE DISE0O 3T-4 EE5E 461 DF!G !H FzDL 1.4. 1.12 -19.24LL 1.02 1.94 -15..9RLL 0.10 0.00 -1.6.IJA 4.18 0.00 -4.59I-A -4.49 -0.10 10.40I-Y -0.20 -4.08 5.41IJY -0.20 4.08 -0.10SJA 12... 0.41 -2..55S-A -1..66 -0.41 25.49SJY 0.10 1..86 -1..94S-Y -0.10 -1..94 1..94SJ3 -0.51 -0.41 6.01OPLL -5.91 2.24 -0.92CLL -0..1 -0.20 ..98ABENGOA PERUMEMORIA DE CALCULO992664-5820-D-ST-MC-1010PROYECTO DEAMPLIACION DE OPERACIONESPag.2.5 CARGAS DE DISE0O LOSA TT-4=r el dise@o de l los TT-1C se considerron ls siE%ientes crEsD,eso =ro=io de l los 7es=esor 0.. ' 8 N 0.42 TP'2SPC en l losN 0.5 TP'2992664-5820-D-ST-MC-1010 Rev. BPag. 2*l e>e : indic el sentido de l ;> 58.0-CB-110C =r los e>es462 ( - 462 D " 46. ( - 46. Dse desco'=%so ls ;%er&s =r H%e coincidn 992664-5820-D-ST-MC-1010 Rev. BPag. 1992664-5820-D-ST-MC-1010 Rev. BPag. 4ABENGOA PERUMEMORIA DE CALCULO992664-5820-D-ST-MC-1010PROYECTO DEAMPLIACION DE OPERACIONESPag.1 AN4LISIS Y DISE0O DE LA CIMENTACI2N1. CIMENTACI2N3T-1.. GEOMETRIA 1..2 9ERI!ICACI2N POR 9OLTEO ABENGOA PERUMEMORIA DE CALCULO992664-5820-D-ST-MC-1010PROYECTO DEAMPLIACION DE OPERACIONESPag.1..1 C4LCULO DE LAS TENSIONES,resion d'isi