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7/23/2019 Puente 2 Muro Roberth López
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Nombre: Jose Luis Romero Intriago
Curso: 10mo ̈ C¨
Docente: Carlos Villacreses
H= 8 A5
Empuje del suelo
H/3 =
2!
A"
2!!
B=
X Y AREA
1 0! 58 "0#
2 0$ 8 2"0
3 1% 10 1%0
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5 2!0 !0 18%At = 2%%#
MOMENTO CONTRAVOCAM!ENTO
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&'ENTE M'RO
0$ 0##
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A1
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0#
ED M'RO
ED=1 ? "T
() #$588
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)ATO*
de ,p,t, 0%# 1
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7/23/2019 Puente 2 Muro Roberth López
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so0e$,0%, = 0#
H= 8 A5Empuje del suelo
H/3 =
2!
A4
2!
B=
X Y AREA
1 0! 58 "0#
2 0$ 8 2"0
3 1% 10 1%0
4 2!0 10 2!
5 2!0 !0 18%
At = 2%%#
7/23/2019 Puente 2 Muro Roberth López
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MOMENTO CONTRAVOCAM!ENTO
" # X$% = 2$28$05#0!"!! 3nm
EM&'(E )E *'EO
'a 0$$$2!$%#08
Es= +, # H # - # H/2
(s) 20%02%"2820! 3n
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E so0e = +, # # - # H= $1$5""1" 3n
MOMENTO )E VOCAM!ENTO
M= H/3 # Es6 7 H/2 # Es6 = #8282%"! 3nm
8ACTOR )E *E.'R!)A) )E VOCAM!ENTO
8= M $o9t0, ol/M ol$: *uelo
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8$d= "t ?@ @= t,9 >=
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&'ENTE E*TR!BO*
0$ 0!
pue9te 7 1$m = 22
A1
A21/3 B = 1%
A3 ,p,t,10
b) 10
5#
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2" 5!# ## %#0
2" "5# 1805 0%5
2" #"8 1152 1$5
1%# $!0" 80#" 8505
"t = #$5% 10%! 108!2
7/23/2019 Puente 2 Muro Roberth López
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7/23/2019 Puente 2 Muro Roberth López
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&RE)!MEN*!ONAM!ENTO
)ATO*
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de ,p,t, 10 1
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7/23/2019 Puente 2 Muro Roberth López
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7/23/2019 Puente 2 Muro Roberth López
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so0e$,0%, = 0#
H= 8 A5Empuje del suelo
H/3 =
2!
A4
2!
B=
X Y AREA
1 0! 58 "0#2 0$ 8 2"0
3 1% 10 1%0
4 2!0 10 2!
5 2!0 !0 18%
At = 2%%#
7/23/2019 Puente 2 Muro Roberth López
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MOMENTO CONTRAVOCAM!ENTO
" # X$% = 2$28$05#0!"!! 3nm
EM&'(E )E *'EO
'a 0$$$2!$%#08
Es= +, # H # - # H/2
(s) 20%02%"2820! 3n
*OBRECAR.A
E so0e = +, # # - # H= $1$5""1" 3n
MOMENTO )E VOCAM!ENTO
M= H/3 # Es6 7 H/2 # Es6 = %1$5885$ 3nm
8ACTOR )E *E.'R!)A) )E VOCAM!ENTO
8= M $o9t0, ol/M ol$: *uelo
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&'ENTE E*TR!BO*
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"t = #$5% 10%! 108!2
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ED M'RO
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7/23/2019 Puente 2 Muro Roberth López
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so0e$,0%, = 0#
H= 8 A5Empuje del suelo
H/3 =
2!
A4
2!
B=
X Y AREA
1 0! 58 "0#2 0$ 8 2"0
3 1% 10 1%0
4 2!0 10 2!
5 2!0 !0 18%
At = 2%%#
7/23/2019 Puente 2 Muro Roberth López
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MOMENTO CONTRAVOCAM!ENTO
" # X$% = 2"%"%"5#0!"!! 3nm
EM&'(E )E *'EO
'a 0$$$2!$%#08
Es= +, # H # - # H/2
(s) 20%02%"2820! 3n
*OBRECAR.A
E so0e = +, # # - # H= $1$5""1" 3n
MOMENTO )E VOCAM!ENTO
M= H/3 # Es6 7 H/2 # Es6 = 11518 3nm
8ACTOR )E *E.'R!)A) )E VOCAM!ENTO
8= M $o9t0, ol/M ol$: *uelo
-,) 21##0!10!%$ . 15
8'ER;A )E )E*&A;AM!ENTO
8d=E suelo 7 E so0e $,0%,
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8'ER;A CONTRA )E*&A;AM!ENTO
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&'ENTE E*TR!BO*
0$ 0!
pue9te 7 1$m = 22
A1
A21/3 B = 1%
A3 ,p,t,10
b) 10
5#
- &E*O )E M'RO M M#
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2" "5# 1805 0%5
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1%# $!0" 80#" 8505
"t = #$5% 10%! 108!2
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25
1!5
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3 05 185
4 05 185
5 05 185
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" &'ENTE 1### 3n
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7/23/2019 Puente 2 Muro Roberth López
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&RE)!MEN*!ONAM!ENTO
)ATO*
de ,p,t, 10 1
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10
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0%$ 2" 222 5!8 08#
0%$ 2" 222 80% 08#
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3nm
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7/23/2019 Puente 2 Muro Roberth López
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X$% Y$%
500 1$5
!15
7/23/2019 Puente 2 Muro Roberth López
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so0e$,0%, = 0#
H= 8 A5Empuje del suelo
H/3 =
2!
A4
2!
B=
X Y AREA
1 0! 58 "0#2 0$ 8 2"0
3 1% 10 1%0
4 2!0 10 2!
5 2!0 !0 18%
At = 2%%#
7/23/2019 Puente 2 Muro Roberth López
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MOMENTO CONTRAVOCAM!ENTO
" # X$% = 2"%"%"5#0!"!! 3nm
EM&'(E )E *'EO
'a 0$$$2!$%#08
Es= +, # H # - # H/2
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E so0e = +, # # - # H= $1$5""1" 3n
MOMENTO )E VOCAM!ENTO
M= H/3 # Es6 7 H/2 # Es6 = #828 3nm
8ACTOR )E *E.'R!)A) )E VOCAM!ENTO
8= M $o9t0, ol/M ol$: *uelo
-,) $#5$8$"1$2$ . 15
8'ER;A )E )E*&A;AM!ENTO
8d=E suelo 7 E so0e $,0%,
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8'ER;A CONTRA )E*&A;AM!ENTO
05!!2%88"88
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10
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&'ENTE E*TR!BO*
0$ 0!
pue9te 7 1$m = 22
A1
A21/3 B = 1%
A3 ,p,t,10
b) 10
5#
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25
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&RE)!MEN*!ONAM!ENTO
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de ,p,t, 10 1
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10
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0%$ 2" 222 $"! 08#
0%$ 2" 222 5!8 08#
0%$ 2" 222 80% 08#
#20 "t = 1"88 $1 8$#
3nm
25
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S2
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hS3
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7/23/2019 Puente 2 Muro Roberth López
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2##1 3
1##1 3##1 3
"11 3
58% 3
158% 3
7/23/2019 Puente 2 Muro Roberth López
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7/23/2019 Puente 2 Muro Roberth López
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X$% Y$%
500 1$5
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7/23/2019 Puente 2 Muro Roberth López
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