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#alculo $structural Autodes% &obot Structural" Pg. 1
CALCULO ESTRUCTURAL
CONTENIDO
'. M$M(&)A D$ #AL#*L(S.....................................................................3
'.'. (+,$-)(S.........................................................................................3
'./. #(NS)D$&A#)(N$S............................................................................3
'.0. P&(P)$DAD$S M$#AN)#AS D$L A#$&( A01.......................................4
'.2. $S-*D)( D$ #A&3AS.........................................................................4'.4. #A&3AS M*$&-AS.............................................................................4
'.1. #A&3AS )AS...................................................................................5
'.5. #A&3AS D$ )$N-(............................................................................5
'.6. #A&3A S)SM)#A..................................................................................7
'.7. #(M+)NA#)(N D$ #A&3AS.................................................................8
/. $S-&*#-*&A $N #(N,*N-(..............................................................9
0. $S-&*#-*&A D$ S(P(&-$ PA&A 3&)SL8...........................................9
0.'. 3$(M$-&)A D$ LA $S-&*#-*&A S(P(&-$ D$ 3&)SL8......................9
0./. MAPA D$ #(L(&$S...........................................................................10
0.0. D)A3&AMA D$ $S*$&9(S $N &$3)(N$S #&-)#AS........................11
0.2. &$S*L-AD(S....................................................................................11
0.4. &$A##)(N$S....................................................................................33
0.1. #(N#L*#)(N$S...............................................................................34
2. $S-&*#-*&A D$ S(P(&-$ D$ -(LA..............................................34
2.'. 3$(M$-&)A D$ LA $S-&*#-*&A D$ -(LA......................................342./. MAPA D$ #(L(&$S...........................................................................35
2.0. D)A3&AMA D$ $S*$&9(S $N &$3)(N$S #&-)#AS........................35
2.2. &$S*L-AD(S....................................................................................36
2.4. &$A##)(N$S....................................................................................44
2.1. #(N#L*#)(N$S...............................................................................44
4. $S-&*#-*&A PA&A A#$S( '............................................................45
4.'. 3$(M$-&)A PA&A $S-&*#-*&AS D$ A##$S( '...............................45
4./. MAPA D$ #(L(&$S...........................................................................45
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#alculo $structural Autodes% &obot Structural" Pg. $
4.0. D)A3&AMA D$ $S*$&9(S $N &$3)(N$S #&-)#AS........................46
4.2. &$S*L-AD(S....................................................................................46
4.4. &$A##)(N$S....................................................................................68
4.1. #(N#L*#)(N$S...............................................................................68
1. $S-&*#-*&A PA&A A#$S( / ............................................................69
1.'. 3$(M$-&)A PA&A $S-&*#-*&AS D$ A##$S( /...............................69
1./. MAPA D$ #(L(&$S...........................................................................69
1.0. D)A3&AMA D$ $S*$&9(S $N &$3)(N$S #&-)#AS........................70
1.2. &$S*L-AD(S....................................................................................70
1.4. &$A##)(N$S..................................................................................111
1.1. #(N#L*#)(N$S.............................................................................1115. $S-&*#-*&A PA&A A,A N;'..........................................................113
5.'. 3$(M$-&)A PA&A $S-&*#-*&A D$ A,A N;'.................................113
5./. MAPA D$ #(L(&$S.........................................................................113
5.0. D)A3&AMA D$ $S*$&9(S $N &$3)(N$S #&-)#AS......................114
5.2. &$S*L-AD(S..................................................................................114
5.4. &$A##)(N$S..................................................................................220
5.1. #(N#L*#)(N$S.............................................................................220
'. M$M(&)A D$ #AL#*L(S
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#alculo $structural Autodes% &obot Structural" Pg.
La presente informacin nos mostrara la forma con la cual ha sidocalculado las estructuras en acero y en concreto armado.mponiendo desde la !ases de resistencia de materiales las formulasy procedimientos esta!lecidos por L"#$ y por las normas peruanas
%&'( dando como resultado conclusiones satisfactorias y se)uraspara la seleccin apropiada de materiales.
'.'. (+,$-)(S
*propiada seleccin de materiales Lista de materiales +so correcto de las %ormas &,cnicas 'eruanas *plicacin del m,todo de se)undo orden '-delta para la
resolucin de las estructuras hiperestticas *plicacin del /,todo de lementos #initos. +so apropiado de softare 5Auto6e, &obot 8tructural
Profe,,io+al9 aluacin por ratios para las conclusiones
'./. #(NS)D$&A#)(N$S
Los criterios de calculo estn re)idos por las normas internacionalesde L&D Speci'777"
Los clculos fueron realiados por el pro)rama *utodes "o!ottructural analysis 'rofessional 2015
Los materiales son de acero estructural *36
La estructura ha sido estudiada en la u!icacin urahuasi proinciade *!ancay( departamento de *purmac a una altitud de 2300- 4350msnm.
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#alculo $structural Autodes% &obot Structural" Pg. "
'.0. P&(P)$DAD$S M$#AN)#AS D$L A#$&( A01
'.2. $S-*D)( D$ #A&3AS
l estudio de la car)as son imprescindi!les ya :ue por su naturaleaestas afectan a las estructuras el cual el n)eniero calculista estproisto al tener en cuenta en su desarrollo de su clculo. &anto lascar)as actias como las reactias sern las si)uientes;
ar)as muertas ar)as ias ar)as de iento ar)as ssmicas
'.4. #A&3AS M*$&-AS
on car)as reactias el cual proienen de su propio peso
'.1. #A&3AS )AS
stas pueden ser puntuales como distri!uidas en toda una super
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#alculo $structural Autodes% &obot Structural" Pg. !
=h?=elocidad de dise>o en la altura de h en m@hr
=? =elocidad de dise>o hasta 10 m
h? *ltura so!re el terreno en metros
ar)a eAterior de iento
Ph=0.005CVh2
'h; 'resin o succin eBercida por el iento a una altura h en C)f@m2
; factor de forma adimensional indicado en la ta!la 4
=h?=elocidad de dise>o en la altura de h en m@hr de
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#alculo $structural Autodes% &obot Structural" Pg. )
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#alculo $structural Autodes% &obot Structural" Pg. 7
'.6. #A&3A S)SM)#A
ar)a :ue por su naturalea es producida por los sismos y posi!lesterremotos :ue se puedan presentar en un futuro.
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#alculo $structural Autodes% &obot Structural" Pg. %
'.7. #(M+)NA#)(N D$ #A&3AS
sta com!inacin est dispuesta por la 090 D1.4 F 2E
P=1.6Cl+1.2Cd+0.8CW
Cl ? car)a ia
Cd ? car)a muerta
CW ? car)a de iento
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#alculo $structural Autodes% &obot Structural" Pg. /
/. $S-&*#-*&A $N #(N,*N-(
0. $S-&*#-*&A D$ S(P(&-$ PA&A 3&)SL8
0.'. 3$(M$-&)A D$ LA $S-&*#-*&A S(P(&-$ D$ 3&)SL8
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#alculo $structural Autodes% &obot Structural" Pg. 10
0./. MAPA D$ #(L(&$S
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#alculo $structural Autodes% &obot Structural" Pg. 11
0.0. D)A3&AMA D$ $S*$&9(S $N &$3)(N$S #&-)#AS
0.2. &$S*L-AD(S
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: 2 Column_2 POINT: 3 COORDINATE: x = !"" L =
#""!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
-------------------------------------------------------------------------------------------------------------------------------
---------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: W 12x300=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"
mm1
t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3
tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3
-------------------------------------------------------------------------------------------------------------------------------
---------
MEMBER PARAMETERS:
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. 1$
L, = #""!""""" mm 8L,/r, = 3!*2 Lb = #""!""""" mm
L = #""!""""" mm 8L/r = 1*!*3 Cb = !""
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
9u = "13*!#433 .f 9n = 3*"22!##2 .fMu, = -1##1!3*4 .f(mm Vu, = *"!*$241 .f Mn, =
4"#$$"3!3$14 .f(mm Vn, = $1"$!2#313 .f
Mu = -2#4$!24#3# .f(mm Vu = -2!42#$ .f Mn =
12333$"!*2#* .f(mm Vn = 331$2!"4$ .f
-------------------------------------------------------------------------------------------------------------------------------
---------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Com ) Mu/+ib(Mn>> = "!$ ? !"" L@+D A-&>
Vu,/+i:(Vn,> = "!"" ? !"" Vu/+i:(Vn> = "!" ? !"" L@+D +2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections Not analyzed
Displacements
:x = " mm ? :x max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
:, = " mm ? :, max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
----------------------------------------------------------------------------------------------------------------------------------------
CODE GROUP:
MEMBER: 3 Column_3 POINT: COORDINATE: x = "!"" L =
"!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
-------------------------------------------------------------------------------------------------------------------------------
---------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
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#alculo $structural Autodes% &obot Structural" Pg. 1
SECTION PARAMETERS: W 12x30
0=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"mm1
t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3
tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3
-------------------------------------------------------------------------------------------------------------------------------
---------
MEMBER PARAMETERS:
L, = #""!""""" mm 8L,/r, = 3!*2
L = #""!""""" mm 8L/r = 1*!*3
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
9u = 2*2"!1$"$4 .f 9n = 3*"22!##2 .f
Vu, = !$3* .f Vn, = $1"$!2#313.f
Vu = -33!2*""2 .f Vn = 331$2!"4$
.f
-------------------------------------------------------------------------------------------------------------------------------
---------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Non-com = "! ? !"" L@+D E2->
Vu,/+i:(Vn,> = "!"" ? !"" Vu/+i:(Vn> = "!"" ? !"" L@+D +2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections Not analyzed
Displacements
:x = " mm ? :x max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
:, = " mm ? :, max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------CODE GROUP:
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. 1"
MEMBER: 1 Column_1 POINT: 3 COORDINATE: x = !"" L =
#""!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"-------------------------------------------------------------------------------------------------------------------------------
---------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: W 12x30
0=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"
mm1t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3
tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3
-------------------------------------------------------------------------------------------------------------------------------
---------
MEMBER PARAMETERS:
L, = #""!""""" mm 8L,/r, = 3!*2 Lb = #""!""""" mm
L = #""!""""" mm 8L/r = 1*!*3 Cb = !""
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
9u = *331!#3# .f 9n = 3*"22!##2 .f
Mu, = -3"*2!$$*#3 .f(mm Vu, = *!$14## .f Mn, =
4"#$$"3!3$14 .f(mm Vn, = $1"$!2#313 .fMu = -24"#4!#4"$ .f(mm Vu = -"!1242" .f Mn =
12333$"!*2#* .f(mm Vn = 331$2!"4$ .f
-------------------------------------------------------------------------------------------------------------------------------
---------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Com ) Mu/+ib(Mn>> = "!* ? !"" L@+D A-&>
Vu,/+i:(Vn,> = "!"" ? !"" Vu/+i:(Vn> = "!" ? !"" L@+D +2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections Not analyzed
Displacements
:x = " mm ? :x max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
:, = " mm ? :, max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
-------------------------------------------------------------------------------------------------------------------------------
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#alculo $structural Autodes% &obot Structural" Pg. 1!
---------
Section OK !!!
STEEL DESIGN----------------------------------------------------------------------------------------------------------------------------------------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: $ Column_$ POINT: 3 COORDINATE: x = !"" L =
#""!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
----------------------------------------------------------------------------------------------------------------------------------------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: W 12x30
0=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"
mm1
t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3
-------------------------------------------------------------------------------------------------------------------------------
---------
MEMBER PARAMETERS:
L, = #""!""""" mm 8L,/r, = 3!*2 Lb = #""!""""" mm
L = #""!""""" mm 8L/r = 1*!*3 Cb = !""
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
9u = "2!4242 .f 9n = 3*"22!##2 .f
Mu, = 2"$22$!"*213 .f(mm Vu, = "!1 .f Mn, =
4"#$$"3!3$14 .f(mm Vn, = $1"$!2#313 .f
Mu = -#1#!"4" .f(mm Vu = **4!$*41# .f Mn =12333$"!*2#* .f(mm Vn = 331$2!"4$ .f
-------------------------------------------------------------------------------------------------------------------------------
---------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Com ) Mu/+ib(Mn>> = "!" ? !"" L@+D A-&>Vu,/+i:(Vn,> = "!"" ? !"" Vu/+i:(Vn> = "!"2 ? !"" L@+D +2-2>
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. 1)
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections Not analyzed
Displacements
:x = " mm ? :x max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
:, = " mm ? :, max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: * &eam_* POINT: COORDINATE: x = "!"" L =
"!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
-------------------------------------------------------------------------------------------------------------------------------
---------MATERIAL:
STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: W 12x30
0=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"
mm1
t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3
tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3-------------------------------------------------------------------------------------------------------------------------------
---------
MEMBER PARAMETERS:
L, = $#!""""" mm 8L,/r, = $!1
L = $#!""""" mm 8L/r = 4!*1
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
9u = 41!*#1 .f 9n = $3213!3"3## .f
Vu, = -"!2*2$ .f Vn, = $1"$!2#313
.f
Vu = 212$!$134* .f Vn = 331$2!"4$
.f-------------------------------------------------------------------------------------------------------------------------------
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. 17
---------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Non-com = "!"" ? !"" L@+D E2->
Vu,/+i:(Vn,> = "!"" ? !"" Vu/+i:(Vn> = "!"# ? !"" L@+D +2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections
u, = " mm ? u, max = L/2""!"" = 1 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
u = " mm ? u max = L/2""!"" = 1 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
Displacements Not analyzed
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: &eam_ POINT: 3 COORDINATE: x = !"" L =
3**!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
-------------------------------------------------------------------------------------------------------------------------------
---------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: W 12x30
0=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"
mm1
t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3
tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3
----------------------------------------------------------------------------------------------------------------------------------------
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
http://www.consorciosyc.com/http://www.consorciosyc.com/7/23/2019 CALCULO ESTRUCTURAL FINAL.docx
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#alculo $structural Autodes% &obot Structural" Pg. 1%
MEMBER PARAMETERS:
L, = 3**!""""" mm 8L,/r, = "!31 Lb = 3**!""""" mm
L = 3**!""""" mm 8L/r = 3$!34 Cb = !""
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
Mux = -"4!221*$ .f(mm fu:,Bmx = *!13$ .f/cm2
9u = 1*$!##"2* .f fu:Bmx = 3!##$3 .f/cm2 9n = $3213!3"3##
.f
Mu, = -1#$31*!1*$1 .f(mm Vu, = -"!3#$13 .f Mn, =
4"#$$"3!3$14 .f(mm Vn, = $1"$!2#313 .f
Mu = 1*#!$444 .f(mm Vu = -*2**!13*$3 .f Mn = 12333$"!*2#* .f(mm Vn =
331$2!"4$ .f
-------------------------------------------------------------------------------------------------------------------------------
---------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Com ) Mu/+ib(Mn>> = "!"4 ? !"" L@+D A-&>
Vu,/+i:(Vn,> ) fu:,Bmx/"!*(+i:(+,> = "!"" ? !"" Vu/+i:(Vn> ) fu:Bmx/"!*(+i:(+,> = "!2 ?
!"" L@+D +2-2> A2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections
u, = " mm ? u, max = L/2""!"" = mm Verifie0
Governing Load Case: 2 C'@G' VIV'
u = " mm ? u max = L/2""!"" = mm Verifie0
Governing Load Case: 2 C'@G' VIV'
Displacements Not analyzed
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN----------------------------------------------------------------------------------------------------------------------------------------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: # &eam_# POINT: COORDINATE: x = "!"" L =
"!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
-------------------------------------------------------------------------------------------------------------------------------
---------
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. $1
LIMIT DISPLACEMENTS
Deflections
u, = " mm ? u, max = L/2""!"" = 4 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
u = " mm ? u max = L/2""!"" = 4 mm Verifie0Governing Load Case: 2 C'@G' VIV'
Displacements Not analyzed
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777
ANALYSIS TYPE: Member Verification-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: " Column_" POINT: 3 COORDINATE: x = !"" L =
#""!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
-------------------------------------------------------------------------------------------------------------------------------
---------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: W 12x30
0=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"
mm1
t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3
tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3
-------------------------------------------------------------------------------------------------------------------------------
---------MEMBER PARAMETERS:
L, = #""!""""" mm 8L,/r, = 3!*2 Lb = #""!""""" mm
L = #""!""""" mm 8L/r = 1*!*3 Cb = !""
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
9u = "13*!#433 .f 9n = 3*"22!##2 .f
Mu, = -1##1!3*4 .f(mm Vu, = -*"!*$241 .f Mn, =
4"#$$"3!3$14 .f(mm Vn, = $1"$!2#313 .f
Mu = 2#4$!24#3# .f(mm Vu = -2!42#$ .f Mn =
12333$"!*2#* .f(mm Vn = 331$2!"4$ .f
-------------------------------------------------------------------------------------------------------------------------------
---------COEFFICIENTS:
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
http://www.consorciosyc.com/http://www.consorciosyc.com/7/23/2019 CALCULO ESTRUCTURAL FINAL.docx
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Minera del Norte S.A. Proyecto Anubia Proyecto: Diseo de la planta de Lixiviacin y lotacin para !inerales de cobre"
#alculo $structural Autodes% &obot Structural" Pg. $$
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Com ) Mu/+ib(Mn>> = "!$ ? !"" L@+D A-&>
Vu,/+i:(Vn,> = "!"" ? !"" Vu/+i:(Vn> = "!" ? !"" L@+D +2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections Not analyzed
Displacements
:x = " mm ? :x max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV':, = " mm ? :, max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
----------------------------------------------------------------------------------------------------------------------------------------
CODE GROUP:
MEMBER: Column_ POINT: COORDINATE: x = "!"" L =
"!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
-------------------------------------------------------------------------------------------------------------------------------
---------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2
----------------------------------------------------------------------------------------------------------------------------------------
SECTION PARAMETERS: W 12x30
0=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"
mm1
t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3
tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3
-------------------------------------------------------------------------------------------------------------------------------
---------
MEMBER PARAMETERS:
L, = #""!""""" mm 8L,/r, = 3!*2
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
http://www.consorciosyc.com/http://www.consorciosyc.com/7/23/2019 CALCULO ESTRUCTURAL FINAL.docx
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Minera del Norte S.A. Proyecto Anubia Proyecto: Diseo de la planta de Lixiviacin y lotacin para !inerales de cobre"
#alculo $structural Autodes% &obot Structural" Pg. $
L = #""!""""" mm 8L/r = 1*!*3
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
9u = 2*2"!1$"$4 .f 9n = 3*"22!##2 .f
Vu, = -!$3* .f Vn, = $1"$!2#313.f
Vu = -33!2*""2 .f Vn = 331$2!"4$
.f
-------------------------------------------------------------------------------------------------------------------------------
---------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Non-com = "! ? !"" L@+D E2->
Vu,/+i:(Vn,> = "!"" ? !"" Vu/+i:(Vn> = "!"" ? !"" L@+D +2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections Not analyzed
Displacements
:x = " mm ? :x max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
:, = " mm ? :, max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------CODE GROUP:
MEMBER: 2 Column_2 POINT: 3 COORDINATE: x = !"" L =
#""!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
-------------------------------------------------------------------------------------------------------------------------------
---------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
http://www.consorciosyc.com/http://www.consorciosyc.com/7/23/2019 CALCULO ESTRUCTURAL FINAL.docx
24/221
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#alculo $structural Autodes% &obot Structural" Pg. $"
SECTION PARAMETERS: W 12x30
0=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"mm1
t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3
tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3
-------------------------------------------------------------------------------------------------------------------------------
---------
MEMBER PARAMETERS:
L, = #""!""""" mm 8L,/r, = 3!*2 Lb = #""!""""" mm
L = #""!""""" mm 8L/r = 1*!*3 Cb = !""
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
9u = *331!#3# .f 9n = 3*"22!##2 .f
Mu, = -3"*2!$$*#3 .f(mm Vu, = -*!$14## .f Mn, =4"#$$"3!3$14 .f(mm Vn, = $1"$!2#313 .f
Mu = 24"#4!#4"$ .f(mm Vu = -"!1242" .f Mn =
12333$"!*2#* .f(mm Vn = 331$2!"4$ .f
-------------------------------------------------------------------------------------------------------------------------------
---------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Com ) Mu/+ib(Mn>> = "!* ? !"" L@+D A-&>
Vu,/+i:(Vn,> = "!"" ? !"" Vu/+i:(Vn> = "!" ? !"" L@+D +2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections Not analyzed
Displacements
:x = " mm ? :x max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
:, = " mm ? :, max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------CODE GROUP:
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
http://www.consorciosyc.com/http://www.consorciosyc.com/7/23/2019 CALCULO ESTRUCTURAL FINAL.docx
25/221
Minera del Norte S.A. Proyecto Anubia Proyecto: Diseo de la planta de Lixiviacin y lotacin para !inerales de cobre"
#alculo $structural Autodes% &obot Structural" Pg. $!
MEMBER: 3 Column_3 POINT: 3 COORDINATE: x = !"" L =
#""!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"-------------------------------------------------------------------------------------------------------------------------------
---------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: W 12x30
0=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"
mm1t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3
tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3
-------------------------------------------------------------------------------------------------------------------------------
---------
MEMBER PARAMETERS:
L, = #""!""""" mm 8L,/r, = 3!*2 Lb = #""!""""" mm
L = #""!""""" mm 8L/r = 1*!*3 Cb = !""
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
9u = "2!4242 .f 9n = 3*"22!##2 .f
Mu, = 2"$22$!"*213 .f(mm Vu, = -"!1 .f Mn, =
4"#$$"3!3$14 .f(mm Vn, = $1"$!2#313 .fMu = #1#!"4" .f(mm Vu = **4!$*41# .f Mn = 12333$"!*2#* .f(mm Vn =
331$2!"4$ .f
-------------------------------------------------------------------------------------------------------------------------------
---------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Com ) Mu/+ib(Mn>> = "!" ? !"" L@+D A-&>
Vu,/+i:(Vn,> = "!"" ? !"" Vu/+i:(Vn> = "!"2 ? !"" L@+D +2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections Not analyzed
Displacements
:x = " mm ? :x max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
:, = " mm ? :, max = L/$"!"" = 2 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
-------------------------------------------------------------------------------------------------------------------------------
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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26/221
Minera del Norte S.A. Proyecto Anubia Proyecto: Diseo de la planta de Lixiviacin y lotacin para !inerales de cobre"
#alculo $structural Autodes% &obot Structural" Pg. $)
---------
Section OK !!!
STEEL DESIGN----------------------------------------------------------------------------------------------------------------------------------------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: 1 &eam_1 POINT: COORDINATE: x = "!"" L =
"!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
----------------------------------------------------------------------------------------------------------------------------------------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: W 12x30
0=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"
mm1
t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3
-------------------------------------------------------------------------------------------------------------------------------
---------
MEMBER PARAMETERS:
L, = $#!""""" mm 8L,/r, = $!1
L = $#!""""" mm 8L/r = 4!*1
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
9u = 41!*#1 .f 9n = $3213!3"3## .f
Vu, = "!2*2$ .f Vn, = $1"$!2#313
.f
Vu = 212$!$134* .f Vn = 331$2!"4$.f
-------------------------------------------------------------------------------------------------------------------------------
---------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Non-com = "!"" ? !"" L@+D E2->Vu,/+i:(Vn,> = "!"" ? !"" Vu/+i:(Vn> = "!"# ? !"" L@+D +2-2>
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
http://www.consorciosyc.com/http://www.consorciosyc.com/7/23/2019 CALCULO ESTRUCTURAL FINAL.docx
27/221
Minera del Norte S.A. Proyecto Anubia Proyecto: Diseo de la planta de Lixiviacin y lotacin para !inerales de cobre"
#alculo $structural Autodes% &obot Structural" Pg. $7
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections
u, = " mm ? u, max = L/2""!"" = 1 mm Verifie0Governing Load Case: 2 C'@G' VIV'
u = " mm ? u max = L/2""!"" = 1 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
Displacements Not analyzed
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: $ &eam_$ POINT: 3 COORDINATE: x = !"" L =
3**!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
-------------------------------------------------------------------------------------------------------------------------------
---------MATERIAL:
STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: W 12x30
0=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"
mm1
t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3
tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3-------------------------------------------------------------------------------------------------------------------------------
---------
MEMBER PARAMETERS:
L, = 3**!""""" mm 8L,/r, = "!31 Lb = 3**!""""" mm
L = 3**!""""" mm 8L/r = 3$!34 Cb = !""
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
Mux = "4!221*$ .f(mm fu:,Bmx = *!13$ .f/cm2
9u = 1*$!##"2* .f fu:Bmx = 3!##$3 .f/cm2 9n = $3213!3"3##
.f
Mu, = -1#$31*!1*$1 .f(mm Vu, = "!3#$13 .f Mn, =
4"#$$"3!3$14 .f(mm Vn, = $1"$!2#313 .fMu = -1*#!$444 .f(mm Vu = -*2**!13*$3 .f Mn =
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
http://www.consorciosyc.com/http://www.consorciosyc.com/7/23/2019 CALCULO ESTRUCTURAL FINAL.docx
28/221
Minera del Norte S.A. Proyecto Anubia Proyecto: Diseo de la planta de Lixiviacin y lotacin para !inerales de cobre"
#alculo $structural Autodes% &obot Structural" Pg. $%
12333$"!*2#* .f(mm Vn = 331$2!"4$ .f
-------------------------------------------------------------------------------------------------------------------------------
---------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
----------------------------------------------------------------------------------------------------------------------------------------
SECTION ELEMENTS:
;NS = Com ) Mu/+ib(Mn>> = "!"4 ? !"" L@+D A-&>
Vu,/+i:(Vn,> ) fu:,Bmx/"!*(+i:(+,> = "!"" ? !"" Vu/+i:(Vn> ) fu:Bmx/"!*(+i:(+,> = "!2 ?
!"" L@+D +2-2> A2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections
u, = " mm ? u, max = L/2""!"" = mm Verifie0
Governing Load Case: 2 C'@G' VIV'
u = " mm ? u max = L/2""!"" = mm Verifie0
Governing Load Case: 2 C'@G' VIV'
Displacements Not analyzed
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: * &eam_* POINT: COORDINATE: x = "!"" L =
"!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"-------------------------------------------------------------------------------------------------------------------------------
---------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: W 12x300=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"
mm1t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. $/
tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3
-------------------------------------------------------------------------------------------------------------------------------
---------
MEMBER PARAMETERS:
L, = $2!""""" mm 8L,/r, = !$ Lb = $2!""""" mm
L = $2!""""" mm 8L/r = 34!1" Cb = !""-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
Mux = -4#$!$11* .f(mm fu:,Bmx = $!4"11 .f/cm2
9u = 144!1"2# .f fu:Bmx = 3!12*2 .f/cm2 9n = $3213!3"3##
.f
Mu, = -$1$21!$"*2" .f(mm Vu, = -"!*#33 .f Mn, =
4"#$$"3!3$14 .f(mm Vn, = $1"$!2#313 .f
Mu = -1*#!$444 .f(mm Vu = *214!#"**1 .f Mn =
12333$"!*2#* .f(mm Vn = 331$2!"4$ .f
-------------------------------------------------------------------------------------------------------------------------------
---------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Com ) Mu/+ib(Mn>> = "!"4 ? !"" L@+D A-&>
Vu,/+i:(Vn,> ) fu:,Bmx/"!*(+i:(+,> = "!"" ? !"" Vu/+i:(Vn> ) fu:Bmx/"!*(+i:(+,> = "!2 ?
!"" L@+D +2-2> A2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections
u, = " mm ? u, max = L/2""!"" = # mm Verifie0
Governing Load Case: 2 C'@G' VIV'
u = " mm ? u max = L/2""!"" = # mm Verifie0
Governing Load Case: 2 C'@G' VIV'
Displacements Not analyzed
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: &eam_ POINT: 3 COORDINATE: x = !"" L =
"!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. 0
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
-------------------------------------------------------------------------------------------------------------------------------
---------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2
----------------------------------------------------------------------------------------------------------------------------------------
SECTION PARAMETERS: W 12x30
0=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"
mm1
t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3
tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3
-------------------------------------------------------------------------------------------------------------------------------
---------
MEMBER PARAMETERS:
L, = "!""""" mm 8L,/r, = 3!34 Lb = "!""""" mm
L = "!""""" mm 8L/r = 1$!#$ Cb = !""
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
Mux = #1#!"4" .f(mm fu:,Bmx = 1!4#2#4 .f/cm2
9u = **4!$*41# .f fu:Bmx = 2!41113 .f/cm2 9n = $3213!3"3##
.f
Mu, = -2"$22$!"*212 .f(mm Vu, = "!1 .f Mn, =
4"#$$"3!3$14 .f(mm Vn, = $1"$!2#313 .f
Vu = -"2!4242 .f Vn = 331$2!"4$
.f
----------------------------------------------------------------------------------------------------------------------------------------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Com = "!" ? !"" L@+D A-&>
Vu,/+i:(Vn,> ) fu:,Bmx/"!*(+i:(+,> = "!"" ? !"" Vu/+i:(Vn> ) fu:Bmx/"!*(+i:(+,> = "!21 ?
!"" L@+D +2-2> A2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections
u, = " mm ? u, max = L/2""!"" = 4 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
u = " mm ? u max = L/2""!"" = 4 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
Displacements Not analyzed
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. 1
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: # &eam_# POINT: COORDINATE: x = "!"" L =
"!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
-------------------------------------------------------------------------------------------------------------------------------
---------
MATERIAL:STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: W 12x30
0=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"
mm1
t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3
tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3
----------------------------------------------------------------------------------------------------------------------------------------
MEMBER PARAMETERS:
L, = ""!""""" mm 8L,/r, = 2!#* Lb = ""!""""" mm
L = ""!""""" mm 8L/r = 11!"1 Cb = !""
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
9u = *2!#43# .f 9n = $3213!3"3## .f
Mu, = -242*23!13"3 .f(mm Mn, =
4"#$$"3!3$14 .f(mm
Mu = 33!431" .f(mm Vu = *3$!1$4"* .f Mn = 12333$"!*2#* .f(mm Vn =
331$2!"4$ .f
----------------------------------------------------------------------------------------------------------------------------------------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Com ) Mu/+ib(Mn>> = "!"2 ? !"" L@+D A-&>
Vu/+i:(Vn> = "!2$ ? !"" L@+D +2-2>
----------------------------------------------------------------------------------------------------------------------------------------
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. $
LIMIT DISPLACEMENTS
Deflections
u, = " mm ? u, max = L/2""!"" = 4 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
u = " mm ? u max = L/2""!"" = 4 mm Verifie0Governing Load Case: 2 C'@G' VIV'
Displacements Not analyzed
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777
ANALYSIS TYPE: Member Verification-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: 4 &eam_4 POINT: 3 COORDINATE: x = !"" L =
""!""""" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
-------------------------------------------------------------------------------------------------------------------------------
---------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: W 12x30
0=32!12""" mm ',=3"!*""2 mm2 '=2"*3!22*# mm2 'x=$*"!4$*1"
mm2
b=*$!*"#"" mm I,=44"*3"4!242#" mm1 I=#11414!434*# mm1 5=4"2!*$"
mm1
t6=*!*"1"" mm S,=*31**!"$34# mm3 S="2"12!1*44 mm3
tf=!*"" mm 7,="*2#2!1$#1" mm3 7=$***"!33#1 mm3
-------------------------------------------------------------------------------------------------------------------------------
---------MEMBER PARAMETERS:
L, = ""!""""" mm 8L,/r, = 2!#* Lb = ""!""""" mm
L = ""!""""" mm 8L/r = 11!"1 Cb = !""
-------------------------------------------------------------------------------------------------------------------------------
---------
INTERNAL FORCES: NOMINAL STRENGTHS:
9u = *"!$#* .f 9n = $3213!3"3## .f
Mu, = -24"2**!$23"3 .f(mm Mn, =
4"#$$"3!3$14 .f(mm
Mu = 2$*!##"" .f(mm Vu = -$4!"23"* .f Mn = 12333$"!*2#* .f(mm Vn =
331$2!"4$ .f
-------------------------------------------------------------------------------------------------------------------------------
---------COEFFICIENTS:
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg.
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Com ) Mu/+ib(Mn>> = "!"2 ? !"" L@+D A-&>
Vu/+i:(Vn> = "!2$ ? !"" L@+D +2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections
u, = " mm ? u, max = L/2""!"" = 4 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
u = " mm ? u max = L/2""!"" = 4 mm Verifie0
Governing Load Case: 2 C'@G' VIV'
Displacements Not analyzed
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
0.4. &$A##)(N$S
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. "
0.1. #(N#L*#)(N$S
La estructura fue ealuada por #/ Dm,todo de elementos
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#alculo $structural Autodes% &obot Structural" Pg. !
2.0. D)A3&AMA D$ $S*$&9(S $N &$3)(N$S #&-)#AS
2.2. &$S*L-AD(S
STEEL DESIGN
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. 7
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777
ANALYSIS TYPE: Member Verification-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: 1 Sim
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#alculo $structural Autodes% &obot Structural" Pg. %
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: $ Sim
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#alculo $structural Autodes% &obot Structural" Pg. /
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN----------------------------------------------------------------------------------------------------------------------------------------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: * Sim
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. "0
Vu,/+i:(Vn,> ) fu:,Bmx/"!*(+i:(+,> = "!" ? !"" Vu/+i:(Vn> ) fu:Bmx/"!*(+i:(+,> = "!" ?
!"" L@+D +2-2> A2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: Sim
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#alculo $structural Autodes% &obot Structural" Pg. "$
-------------------------------------------------------------------------------------------------------------------------------
---------
VERIFICATION FORMULAS:
9u/+ic(9n> ) #/4(Mu,/+ib(Mn,> ) Mu/+ib(Mn>> = "!$3 ? !"" L@+D A-'>
Vu,/+i:(Vn,> ) fu:,Bmx/"!*(+i:(+,> = "!"" ? !"" Vu/+i:(Vn> ) fu:Bmx/"!*(+i:(+,> = "!"2 ?
!"" L@+D +2-2> A2-2>-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:MEMBER: 4 Sim
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#alculo $structural Autodes% &obot Structural" Pg. "
-------------------------------------------------------------------------------------------------------------------------------
---------
VERIFICATION FORMULAS:
9u/2(+ic(9n> ) Mu,/+ib(Mn,> ) Mu/+ib(Mn>> = "!2 ? !"" L@+D A-&>
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: " Sim
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#alculo $structural Autodes% &obot Structural" Pg. ""
VERIFICATION FORMULAS:
9u/2(+it(9n> ) Mu,/+ib(Mn,> ) Mu/+ib(Mn>> = "!$# ? !"" L@+D A-&>
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
2.4. &$A##)(N$S
2.1. #(N#L*#)(N$S
La estructura fue ealuada por #/ Dm,todo de elementos
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#alculo $structural Autodes% &obot Structural" Pg. "!
4.'. 3$(M$-&)A PA&A $S-&*#-*&AS D$ A##$S( '
4./. MAPA D$ #(L(&$S
4.0. D)A3&AMA D$ $S*$&9(S $N &$3)(N$S #&-)#AS
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. ")
4.2. &$S*L-AD(S
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:MEMBER: In POINT: 3 COORDINATE: x = !"" L ="2"!"" mm
-------------------------------------------------------------------------------------------------------------------------------
---------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
-------------------------------------------------------------------------------------------------------------------------------
---------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: C 6x10.5
0=$2 mm ',=#4# mm2 '=2$ mm2 'x=4# mm2
b=$2 mm I,=*2#$"4$ mm1 I=3$4$4 mm1 5=$32# mm1
t6=# mm S,=#21#2 mm3 S=42 mm3
tf=4 mm 7,="22 mm3 7=#*# mm3
-------------------------------------------------------------------------------------------------------------------------------
---------
MEMBER PARAMETERS:
L, = "2"!"" mm 8L,/r, = #! Lb = "2"!"" mm
L = "2"!"" mm 8L/r = $!# Cb = !""
-------------------------------------------------------------------------------------------------------------------------------
---------INTERNAL FORCES: NOMINAL STRENGTHS:
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. "7
9u = 2432!43$4$ .f 9n = 34"3*!#4#3 .f
Mu, = -41*3!"413 .f(mm Vu, = *4!1*1 .f Mn, =
2$44#4*!$#"3 .f(mm Vn, = 3"!*32 .f
Mu = -2#$*!#2344 .f(mm Vu = -4"!4$ .f Mn =
$"1#3!#3 .f(mm Vn = 4"!431# .f
----------------------------------------------------------------------------------------------------------------------------------------
COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION ELEMENTS:
;NS = Com ) Mu/+ib(Mn>> = "!$ ? !"" L@+D A-&>
Vu,/+i:(Vn,> = "!" ? !"" Vu/+i:(Vn> = "!" ? !"" L@+D +2-2>
-------------------------------------------------------------------------------------------------------------------------------
---------
LIMIT DISPLACEMENTS
Deflections Not analyzed
Displacements
:x = " mm ? :x max = L/$"!"" = mm Verifie0
Governing Load Case: 2 C'@C' VIV'
:, = " mm ? :, max = L/$"!"" = mm Verifie0
Governing Load Case: 2 C'@C' VIV'
-------------------------------------------------------------------------------------------------------------------------------
---------
Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
---------
CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
-------------------------------------------------------------------------------------------------------------------------------
---------
CODE GROUP:
MEMBER: 3 Column_3 POINT: 3 COORDINATE: x = !"" L =
"2"!"" mm
----------------------------------------------------------------------------------------------------------------------------------------
LOADS:
Governing Load Case: $ C%M&IN'CI%N (!2")2(!*")3("!#"
-------------------------------------------------------------------------------------------------------------------------------
---------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: C 6x10.5
0=$2 mm ',=#4# mm2 '=2$ mm2 'x=4# mm2b=$2 mm I,=*2#$"4$ mm1 I=3$4$4 mm1 5=$32# mm1
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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#alculo $structural Autodes% &obot Structural" Pg. "/
---------
MATERIAL:
STEEL +, = 2$3"!" .f/cm2
-------------------------------------------------------------------------------------------------------------------------------
---------
SECTION PARAMETERS: C 6x10.5
0=$2 mm ',=#4# mm2 '=2$ mm2 'x=4# mm2
b=$2 mm I,=*2#$"4$ mm1 I=3$4$4 mm1 5=$32# mm1
t6=# mm S,=#21#2 mm3 S=42 mm3
tf=4 mm 7,="22 mm3 7=#*# mm3
-------------------------------------------------------------------------------------------------------------------------------
---------
MEMBER PARAMETERS:
L, = #"!"" mm 8L,/r, = 2"!4$ Lb = #"!"" mm
L = #"!"" mm 8L/r = #! Cb = !""
-------------------------------------------------------------------------------------------------------------------------------
---------INTERNAL FORCES: NOMINAL STRENGTHS:
Mux = -$!"1 .f(mm fu:,Bmx = 2!1#"4 .f/cm2
9u = 1$1!2$23 .f fu:Bmx = 2!2"$ .f/cm2 9n = 3$"#3!*22
.f
Mu, = 3#$1!4$4 .f(mm Vu, = -*3!"*$# .f Mn, =
2$341$!*3$1# .f(mm Vn, = 3"!*32 .f
Mu = -2131!413$" .f(mm Vu = -#2#!#1#2 .f Mn =
$"1#3!#3 .f(mm Vn = 4"!431# .f
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COEFFICIENTS:
+i b = "!4" +i c = "!#$ +i : = "!4"
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SECTION ELEMENTS:
;NS = Com ) Mu/+ib(Mn>> = "!3" ? !"" L@+D A-&>
Vu,/+i:(Vn,> ) fu:,Bmx/"!*(+i:(+,> = "!" ? !"" Vu/+i:(Vn> ) fu:Bmx/"!*(+i:(+,> = "!"$ ?
!"" L@+D +2-2> A2-2>
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LIMIT DISPLACEMENTS
Deflections Not analyzed
Displacements
:x = " mm ? :x max = L/$"!"" = # mm Verifie0
Governing Load Case: 2 C'@C' VIV'
:, = " mm ? :, max = L/$"!"" = # mm Verifie0
Governing Load Case: 2 C'@C' VIV'
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Section OK !!!
STEEL DESIGN-------------------------------------------------------------------------------------------------------------------------------
Calle Jorge Polar 107 Urb. La Victoria Arequipa Per Telefax 0!"#$%$0!1 &P'()$7$!1 ***.co+,orcio,-c.co&PC /!%1/0$/ 23T2L )14!0!"
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Minera del Norte S.A. Proyecto Anubia Proyecto: Diseo de la planta de Lixiviacin y lotacin para !inerales de cobre"
#alculo $structural Autodes% &obot Structural" Pg. !0
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CODE: L&D Speci'777ANALYSIS TYPE: Member Verification
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