Memoria de calculo estructural Reservorio Buenos Aires
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8/17/2019 Memoria de calculo estructural Reservorio Buenos Aires http://slidepdf.com/reader/full/memoria-de-calculo-estructural-reservorio-buenos-aires 1/7 MEMORIA DE CALCULO 1. DATOS GENERALES VOL 100 m3 D 7m Hw 3m Hl 2.6 m S/C 0.05 to/m2 A!"#"$o% 0.1 to/m2 &'! (w) 2*0 +,/!m2 &'! 210 +,/!m2 312-.152 l#/l,2 & 200 +,/!m2 ! 2. to/m3 150 l#/43 L 1 to/m3 ρc 2. +N.%2/m E! 22000 M" 2. DATOS TERRENO " 2. +,/!m2 C""!$"$ ot"t4 $4 %4lo 3. 8REDIMENIONAMIENTO DE CU9IERTA : ANILLO 4! 7 !m E%4%o $4 lo%" $4 !#4t" & 1m &;D/7 6.625 m ;(&2<D2/)/(2&) = 3.3 m =;&/3<Hw 81 13.2 to 81;(!.4!<"!"#"$o%<S/C).>.(D2/<&2) V1 0.6 to/m V1;81/>/D ?1 31.- ,"$o% %4@ ?1;"!t"((D/2)/(&)) T1 1.1 to/m T1;V1/%4(?1) H1 1.0 to/m H1;T1.!o%(?1) V4&!"!o $4 4%&4Bo o !om4%o T1/4! 1.62* 0.5.&'! -.5 +,/!m2
Transcript of Memoria de calculo estructural Reservorio Buenos Aires
8/17/2019 Memoria de calculo estructural Reservorio Buenos Aires
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MEMORIA DE CALCULO
1. DATOS GENERALES
VOL 100 m3
D 7 mHw 3 m
Hl 2.6 m
S/C 0.05 to/m2
A!"#"$o% 0.1 to/m2
&'! (w) 2*0 +,/!m2
&'! 210 +,/!m2 312-.152 l#/l,2
& 200 +,/!m2
! 2. to/m3 150 l#/43
L 1 to/m3ρc 2. +N.%2/m
E! 22000 M"
2. DATOS TERRENO
" 2. +,/!m2 C""!$"$ ot"t4 $4 %4lo
3. 8REDIMENIONAMIENTO DE CU9IERTA : ANILLO
4! 7 !m E%4%o $4 lo%" $4 !#4t"
& 1 m &;D/7
6.625 m ;(&2<D2/)/(2&)
= 3.3 m =;&/3<Hw
81 13.2 to 81;(!.4!<"!"#"$o%<S/C).>.(D2/<&2)
V1 0.6 to/m V1;81/>/D
?1 31.- ,"$o% %4@ ?1;"!t"((D/2)/(&))
T1 1.1 to/m T1;V1/%4(?1)
H1 1.0 to/m H1;T1.!o%(?1)V4&!"!o $4 4%&4Bo o !om4%o
T1/4! 1.62* 0.5.&'! -.5 +,/!m2
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C"l!lo $4 %4!!o $4 "llo 4t4 t4!=o mo
#@= m 230 !m2 #@= m;H1.D/2/(0.1&'!)/0.7
# 20 !m
= 20 !m
V4&!"!o $4 "4" $4 %4!!o $4 "llo 4t4 t4!=o mo
#@= 00 #@= m 230 !m2Alt"% " !4to% $4 ,"4$"$ (4@!l4$o 4%o #"%"l)
= 1.0 m S D/Hl1.333 =/Hl;0.50.0-375(D/Hl)F S D/Hl 1.33
=! 0. m =!/Hl;1(!o%=(3.6*(Hl/D)1)/(3.6*(Hl/D).%4=(3.6*(Hl/
=' 2.* m =';Hl.((0.*66.D/Hl)/(2.t"=(0.*66.D/Hl))1/*)
=!' 2.2 m =!';Hl.(1(!o%=(3.6*.Hl/D)2.01)/(3.6*.Hl/D.%4=(3.6*.
3. 8REDIMENSIONAMIENTO DE 8AREDES CILINDRICAS
T" 10.5 to/m T"!!o 4 mo
tw 17.5 !m tw;T"/&t;T"/(0.1.&'!)<12.5
#@= 20 @ 20 !m
. MODELO MATEMATICO DE 8RO8IEDADES DINAMICAS
TI8O TANUE 1.1 o t!o
J 0.3 Jo" %%m!"
U 1.3 Imot"!" $4 %o
Cw 0.3 Cw;-.375@102<0.203-@(Hl/D)0.103(Hl/D)20.1253(Hl/D)3<0.1267
Cl 0.2 Cl;Cw.10K(tw/(12.D/2))
S 1.2 84&l $4 %4lo
Rw 2.* Mo$&!"!o $4 4%4%t" o $!tl$"$ $%"!o
Rw! 1.0 Mo$&!"!o $4 4%4%t" o $!tl$"$ $%"!o 0.7 ;.0151(D/Hw)20.1-0*(D/Hw)<1.021 1
w 27.7 to% w;>.D.Hw.4!.!
6.5 to% ;>.D2/.4!.!
4 2.7 to% 4;.w<
l 100.1 to% l;>.D2/.Hl.l
2.1 to% ;l.t"=(0.*66.(D/Hl))/0.*66/(D/Hl)
! 5. to% !;[email protected]@(D/Hl).t"=(3.6*@(Hl/D)
6. 8RESION IM8ULSIVA HIDRODINAMICA DE AGUA CONTENIDA
8 15.* to% 8;J.U.C.S/RwP 207.1 "$/% P;Cl/Hl.K(1000.E!/Q!)
C 2.3
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T 0.03 % T;2.>/P
7. 8RESION CONVECTIVA HIDRODINAMICA DE AGUA CONTENIDA
10.2 ;K(3.6*,.t"=(3.6*.Hl/D))
P! 3.- "$/% P!;/KD
T! 1.6 % T!;2.>/P!
C! 1. S T!2. C!;1.*75/T!(2/3)F 6/T!28! 33.1 to% 8!;J.U.C!.S/Rw!.!
5. UERJAS DINAMICAS LATERALES INERCIALES
8w 16.- to% 8w;J.U.C!.S/Rw!w
8 3.- to% 8;J.U.C!.S/Rw!
*. CORTANTE 9ASAL TOTAL
V -. to%
-. MOMENTOS LECTORES 9ASALES
Mw 50.6 to.m Mw;8w.Hw
M 13.1 to.m M;8.=M 15.5 to.m M;8.H
M! 1. to.m M!;8!.H!
M# *0.5 to.m M#;K((M<Mw<M)2<M!2)
10. MOMENTOS VOLTEO 9ASAL I98 (ACI 350.3)
M' 3.* to.m M';8.H'
M!' 31.7 to.m M!';8!.H!'
Mo 112.1 to.m Mo;K((M'<Mw<M)2<M!'2)
11. ACELERACION VERTICAL
# 0.7 R"to $4 "!4l4"!o 4t!"l =oBoC
0.1 ;J.U.C.S/Rw.#
8=
V;√((8<8w<8)2<8!2))
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El"%t!$"$ $4 !o!4to
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Alt" $4%$4 #"%4 " !4to$4 !l"
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A4" $4 %4!!o $4 "llo
O S #@=#@= m O
=/Hl;0.375
D)))
"lt" $4 !4to$4 ml%o ","
Hl/D)))
E%4%o !"l mo% !l$o
S4!!o $4 "llo
Am4!" Co!4t4 I%ttt4 ACI 350.301
(Hl/D)3.1*6@102(Hl/D)5
ClCw !o4&!4t4% "" &4!4!" &$"m4t"l
4$$"!" ml%"
4$$"!" !o4!t"M"%" 4&4!t"
M"%" mo%
M"%" t4!=o
84%o $"m!o 4&4!to
M"%" $4 "," !ot4$"
M"%" 4"l4t4 ml%" ","
4B" ml%" =$o$"m!" ","4!4!" !!l" ml%"
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4B" 4!"l $4 mo%
4B" 4!"l $4 t4!=o%
Mom4to &l4!to 4!" mo%
Mom4to &l4!to 4!" t4!=oMom4to &l4!to ml%o ","
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Altura y (pie) Angulo sex pcy (lb/pie2) piy (lb/pie2)
2 0 89.6 141.0
2 18 8.2 1!4.1
2 !6 "2. 114.1
2 4 2." 82.9
2 "2 2"." 4!.62 90 0.0 0.0
0 120. 9!.0
18 114.6 88.4
!6 9". ".2
4 "0.8 4."
"2 !".2 28."
90 0.0 0.0
8 0 11.4 4.0
8 18 144.0 42.8
8 !6 122. !6.4
8 4 89.0 26.
8 "2 46.8 1!.9
8 90 0.0 0.0
