trabajo escalonado sismica

7/25/2019 Trabajo Escalonado Sismica

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Diseño del edifcio del bloque

Consideraciones Iniciales

Tabiqueria 120 kg/m2

Acabados 100 kg/m2S/c Piso tiico !"0 kg/m2S/c tec#o 1"0 kg/m2

Proiedades de los elementos

$%c& 210 kg/cm2'c& 2(2)10" kg/cm2$%*& +200 kg/cm2's& 2)10, kg/cm2

'sesor de la losa aligerada

-& +(."#& 0(20 P'S -SA& !00 g/cm2

Predimensionamiento de igas

'e I3A -u4 -ibre 5m6 #5m61017+ +(.8" 0(+1017! +(.8" 0(+

A 10172 +(.8" 0(+10171 +(.8" 0(+1027+ +(.8" 0(+

9 1027! +(.8" 0(+10272 +(.8" 0(+10271 +(.8" 0(+10!7+ +(.8" 0(+

C 10!7! +(.8" 0(+10!72 +(.8" 0(+

10!71 +(.8" 0(+10+7+ +(.8" 0(+

' 10+7! +(.8" 0(+10+72 +(.8" 0(+10+71 +(.8" 0(+10"7+ +(.8" 0(+

: 10"7! +(.8" 0(+10"72 +(.8" 0(+



10"71 +(.8" 0(+10,7! +(.8" 0(+10,7! +(.8" 0(+

3 10,72 +(.8" 0(+10,71 +(.8" 0(+1087+ "(+" 0("

1087! "(+" 0("1 10872 "(+" 0("

10871 "(+" 0("10;7+ "(+" 0("

2 10;7! "(+" 0("10;72 "(+" 0("10;71 "(+" 0("10.7+ "(+" 0("

! 10.7! "(+" 0("10.72 "(+" 0("

10.71 "(+" 0("1087+ "(+" 0("+ 1087! "(+" 0("

10872 "(+" 0("10871 "(+" 0("



0(0,

9 b5m6 <sar b5m61(;" 0(11 0(! Aortante1(;" 0(11 0(!1(;" 0(11 0(! -osa1(;" 0(11 0(! Tabiqueria+("; 0(28 0(! Acabados+("; 0(28 0(! S/C+("; 0(28 0(!+("; 0(28 0(!"(0+ 0(!0 0(!"(0+ 0(!0 0(!"(0+ 0(!0 0(!

"(0+ 0(!0 0(!+(,8 0(2; 0(!+(,8 0(2; 0(!+(,8 0(2; 0(!+(,8 0(2; 0(!,(!. 0(!; 0(+,(!. 0(!; 0(+,(!. 0(!; 0(+



,(!. 0(!; 0(++(0! 0(2+ 0(!+(0! 0(2+ 0(!+(0! 0(2+ 0(!+(0! 0(2+ 0(!

2(+8" 0(12 0(!

2(+8" 0(12 0(!2(+8" 0(12 0(!2(+8" 0(12 0(!

+(.,2" 0(2+ 0(!+(.,2" 0(2+ 0(!+(.,2" 0(2+ 0(!+(.,2" 0(2+ 0(!+(.,2" 0(2+ 0(!+(.,2" 0(2+ 0(!+(.,2" 0(2+ 0(!

+(.,2" 0(2+ 0(!2(+8" 0(12 0(!2(+8" 0(12 0(!2(+8" 0(12 0(!2(+8" 0(12 0(!



Calculo de esos de aortantes 5sin considerar esos de =igas ni columnas6 Tio de carga 5iso tiico6 g/m2 5A4otea6 g/2 5Anc#o Trib6



'STI>ACI? D' P'SS @ DI>'?SI?'S

C-<>?A 'S<I?A 5 C16 ?I'- +

APBTA?T' - 5m6 9 5m6 5m6 ? 'C'S-SA 2(!2" !(;8" 1I3AS E 2(!2" 0(! 0(+ 1I3AS @ 2 0(! 0(+ 1ACA9ADS 2(,"2" 2 1

TA9I<'BIA 2(,"2" 2 1S9B'CAB3A 2(,"2" 2 1

b)d& 1("FP3& 8.12(" 1;;(!; cm20(2F$Gc +2 <SABH

C-<>?A 'S<I?A 7 ?I'- !

APBTA?T' - 5m6 9 5m6 5m6 ? 'C'S-SA 2(!2" !(;8" 1



I3AS E 2(!2" 0(! 0(+ 1I3AS @ 2 0(! 0(+ 1ACA9ADS 2(,"2" 2 1

TA9I<'BIA 2(,"2" 2 1S9B'CAB3A 2(,"2" 2 1C-<>?A 0(2" 0(2" ! 1

b)d& 1("FP3& 12,.8 !02(!0 cm20(2F$Gc +2 <SAB

C-<>?A 'S<I?A 7 ?I'- 2

APBTA?T' - 5m6 9 5m6 5m6 ? 'C'S-SA 2(!2" !(;8" 1I3AS E 2(!2" 0(! 0(+ 1

I3AS @ 2 0(! 0(+ 1ACA9ADS 2(,"2" 2 1 TA9I<'BIA 2(,"2" 2 1S9B'CAB3A 2(,"2" 2 1C-<>?A 0(2" 0(2" ! 1

b)d& 1("FP3& 2011. +8.(02cm20(2F$Gc +2 <SAB

C-<>?A 'S<I?A 7 ?I'- 1

APBTA?T' - 5m6 9 5m6 5m6 ? 'C'S-SA 2(!2" !(;8" 1I3AS E 2(!2" 0(! 0(+ 1I3AS @ 2 0(! 0(+ 1ACA9ADS 2(,"2" 2 1

TA9I<'BIA 2(,"2" 2 1S9B'CAB3A 2(,"2" 2 1C-<>?A 0(2" 0(2" ! 1

b)d& 1("FP3& 28"+1 ,""(82cm20(2F$Gc +2 <SAB

<SAB 1 A- + ?I'- 0(!0)0(2" 5Columna C716



C-<>?A -AT'BA- 5C26 7 ?I'- +

Peso Peso 5gs6 APBTA?T' - 5m6 9 5m6!00 280! -SA +(,,2" !(;8"

2+00 ,80 I3AS E +(,,2" 0(!2+00 "8, I3AS @ 2 0(!100 "!1 ACA9ADS +(." 2

0 0 TA9I<'BIA +(." 21"0 8., S9B'CAB3A +(." 2

TTA- "28"

b)d& 1("FP3& 1+821

20)10 0(2"F$Gc "!2")2"

C-<>?A -AT'BA- 7 ?I'- !




2+00 ,80 I3AS E +(,,2" 0(!2+00 "8, I3AS @ 2 0(!100 "!1 ACA9ADS +(." 2120 ,!,(, TA9I<'BIA +(." 2!"0 1;"8 S9B'CAB3A +(." 2

2+00 +"0 C-<>?A 0(2" 0(2"

TTA- 8+22

20)1" b)d& 1("FP3& 2!2+,2")2" 0(2"F$Gc "!

C-<>?A -AT'BA- 7 ?I'- 2


2+00 ,80 I3AS E +(,,2" 0(!

2+00 "8, I3AS @ 2 0(!100 "!1 ACA9ADS +(." 2120 ,!,(, TA9I<'BIA +(." 2!"0 1;"8 S9B'CAB3A +(." 2

2+00 +"0 C-<>?A 0(2" 0(2" TTA- 8+22

20)2" b)d& 1("FP3& !,,8;2")2" 0(2"F$Gc "!

C-<>?A -AT'BA- 7 ?I'- 1


2+00 ,80 I3AS E +(,,2" 0(!2+00 "8, I3AS @ 2 0(!100 "!1 ACA9ADS +(." 2120 ,!,(, TA9I<'BIA +(." 2!"0 1;"8 S9B'CAB3A +(." 2

2+00 +"0 C-<>?A 0(! 0(2" TTA- 8+22

!0)2" b)d& 1("FP3& "0200!0)2" 0(2"F$Gc "!

<SAB 1 A- + ?I'- 0(!



C-<>?A -AT'BA- 5 C

5m6 ? 'C'S Peso Peso 5gs6 APBTA?T'1 !00 "+20 -SA

0(+ 1 2+00 1!+! I3AS E0(" 1 2+00 820 I3AS @

1 100 ..0 ACA9ADS1 0 0 TA9I<'BIA1 1"0 1+;" S9B'CAB3A TTA- ..";

288(8"cm2 20)10 b)d&

<SAB 2")2"

C-<>?A -AT'BA- 7 ?




0(+ 1 2+00 1!+! I3AS E0(" 1 2+00 820 I3AS @

1 100 ..0 ACA9ADS1 120 11;; TA9I<'BIA1 !"0 !+," S9B'CAB3A

! 1 2+00 +"0 C-<>?A

TTA- 1!"8,

+!;(,0cm2 2")2" b)d&<SAB 2")2"

C-<>?A -AT'BA- 7 ?


0(+ 1 2+00 1!+! I3AS E

0(" 1 2+00 820 I3AS @1 100 ..0 ACA9ADS1 120 11;; TA9I<'BIA1 !"0 !+," S9B'CAB3A

! 1 2+00 +"0 C-<>?A TTA- 1!"8,

,.2(0!cm2 !0)2" b)d&<SAB !0)2"

C-<>?A -AT'BA- 7 ?


0(+ 1 2+00 1!+! I3AS E0(" 1 2+00 820 I3AS @

1 100 ..0 ACA9ADS1 120 11;; TA9I<'BIA1 !"0 !+," S9B'CAB3A

! 1 2+00 "+0 C-<>?A TTA- 1!,,,

.+8(2cm2 !0)!" b)d&<SAB !0)!"

0)0(!" 5Columna C726 <SAB 1 A- + ?I'-



!6 ?I'- +

- 5m6 9 5m6 5m6 ? 'C'S Peso Peso 5gs62(!2" "(1" 1 !00 !".22(!2" 0(! 0(+ 1 2+00 ,80"(+" 0(! 0(" 1 2+00 1.,2

2(,"2" "(+" 1 100 1++,2(,"2" "(+" 1 0 02(,"2" "(+" 1 1"0 21,;

TTA- .;!;

1("FP3& .;!; 1;"(,2cm2 2")2"

0(2"F$Gc "! <SAB 2"E2"

I'- !

- 5m6 9 5m6 5m6 ? 'C'S Peso Peso 5gs62(!2" "(1" 1 !00 !".2



2(!2" 0(! 0(+ 1 2+00 ,80"(+" 0(! 0(" 1 2+00 1.,2

2(,"2" "(+" 1 100 1++,2(,"2" "(+" 1 120 18!+(8!"2(,"2" "(+" 1 !"0 "0,0

0(2" 0(2" ! 1 2+00 +"0

TTA- 1+.1+

1("FP3& 2+8"2 +,8(01cm2 2"E2"0(2"F$Gc "! <SAB 2")2"

I'- 2

- 5m6 9 5m6 5m6 ? 'C'S Peso Peso 5gs62(!2" "(1" 1 !00 !".22(!2" 0(! 0(+ 1 2+00 ,80

"(+" 0(! 0(" 1 2+00 1.,22(,"2" "(+" 1 100 1++,2(,"2" "(+" 1 120 18!+(8!"2(,"2" "(+" 1 !"0 "0,0

0(2" 0(2" ! 1 2+00 +"0 TTA- 1+.1+

1("FP3& !.,,, 8+;(+2cm2 !0)2"0(2"F$Gc "! <SAB !0)2"

I'- 1

- 5m6 9 5m6 5m6 ? 'C'S Peso Peso 5gs62(!2" "(1" 1 !00 !".22(!2" 0(! 0(+ 1 2+00 ,80"(+" 0(! 0(" 1 2+00 1.,2

2(,"2" "(+" 1 100 1++,2(,"2" "(+" 1 120 18!+(8!"2(,"2" "(+" 1 !"0 "0,0

0(! 0(2" ! 1 2+00 "+0 TTA- 1"00+

1("FP3& "+,80 10!1("1cm2 !0)!"0(2"F$Gc "! <SAB !0)!"

0(!0)0(!" 5Columna C7!6



C-<>?A C'?TBA- 5C16 7 ?I'- +

APBTA?T' - 5m6 9 5m6 5m6 ? 'C'S-SA +(,,2" "(1" 1I3AS E +(,,2" 0(! 0(+ 1I3AS @ "(+" 0(! 0(" 1ACA9ADS +(." "(+" 1

TA9I<'BIA +(." "(+" 1S9B'CAB3A +(." "(+" 1

b)d& 1("FP3& 182"! 28!(;,cm2

0(!F$Gc ,! <SAB

C-<>?A C'?TBA-7 ?I'- !

APBTA?T' - 5m6 9 5m6 5m6 ? 'C'S-SA +(,,2" "(1" 1I3AS E +(,,2" 0(! 0(+ 1



I3AS @ "(+" 0(! 0(" 1ACA9ADS +(." "(+" 1

TA9I<'BIA +(." "(+" 1S9B'CAB3A +(." "(+" 1C-<>?A 0(2" 0(2" ! 1

b)d& 1("FP3& +!";. ,.1(;;cm20(!F$Gc ,! <SAB

C-<>?A C'?TBA-7 ?I'- 2

APBTA?T' - 5m6 9 5m6 5m6 ? 'C'S-SA +(,,2" "(1" 1I3AS E +(,,2" 0(! 0(+ 1

I3AS @ "(+" 0(! 0(" 1ACA9ADS +(." "(+" 1 TA9I<'BIA +(." "(+" 1S9B'CAB3A +(." "(+" 1C-<>?A 0(! 0(2" ! 1

b)d& 1("FP3& 8001" 1111(!"cm20(!F$Gc ,! <SAB

C-<>?A C'?TBA-7 ?I'- 1

APBTA?T' - 5m6 9 5m6 5m6 ? 'C'S-SA +(,,2" "(1" 1I3AS E +(,,2" 0(! 0(+ 1I3AS @ "(+" 0(! 0(" 1ACA9ADS +(." "(+" 1

TA9I<'BIA +(." "(+" 1S9B'CAB3A +(." "(+" 1C-<>?A 0(+ 0(! ! 1

b)d& 1("FP3& .,8," 1"!"(."0(!F$Gc ,! <SAB

<SAB 1 A- + ?I'- 0(+)0(+ 5Columna C7+6



P'S D' -A 'DI:ICACI? PH

Peso Peso 5gs6 C<ABT ?I'- P'S!00 820+ Peso de -osa +to ni=el !00

2+00 1!+! Peso de iga 7E 2+002+00 1.,2 Peso de iga 7@ 2+00100 2,.; Peso de Columnas 2+00

0 0 Peso de Acabados 1001"0 +0+8 Peso de Tabiqueria 0

TTA- 182"! 2"J Sobrecarga !;

2")2"

2")2" T'BC'B ?I'- P'SPeso de -osa +to ni=el !00Peso de iga 7E 2+00Peso de iga 7@ 2+00Peso de Columnas 2+00

Peso Peso 5gs6 Peso de Acabados 100!00 820+ Peso de Tabiqueria 120

2+00 1!+! 2"J Sobrecarga ;;



:<'BKAS -ATAB'A -?3IT<D P'S

!.0(, 1181;0 Determinacio0(12 100(1; 2;;"1(;+ Cargas 'stati0(1" ;0(1 2;;!,0(8" 1(" 2800 Cortante en l

!.;(,+ !.;,+!.;(,+ 0!.;(,+ 1"1+;(!2 DondeH

TTA- 2!2";0(1,K& :actor de

AB'A -?3IT<D P'S <& :actor de!.0(, 1181;0 S& :actor de0(12 100(1; 2;;"1(;+ C& Coefcien0(1" ;0(1 2;;!, B& Coefcien1(0" ! 8",0 P& Peso de la

!.;(,+ !.;,+!.;(,+ +8;!,(; K&!.;(,+ !"0;0(!2 <&



TTA- !0"20;(., S&B&

AB'A -?3IT<D P'S n!.0(, 1181;0 CT0(12 100(1; 2;;"1(;+ TS0(1" ;0(1 2;;!,

1(0" ! 8",0 & K<CSFP!.;(,+ !.;,+ B!.;(,+ +8;!,(;!.;(,+ !"0;0(!2 &

TTA- !0"20;(.,

AB'A -?3IT<D P'S &!.0(, 1181;00(12 100(1; 2;;"1(;+ ?i=el0(1" ;0(1 2;;!, +

1(, ! 11"20 !!.;(,+ !.;,+ 2!.;(,+ +8;!,(; 1!.;(,+ !"0;0(!2

TTA- !0.1,;(.,

P'S TTA- & 11"21,8 kg

P& 11"2 tn



'BA-'S PB CAB3AS 'STATICAS '<IA-'?T'S

n de cargas laterales 5Sismicas en E6cas 'qui=alentes 7 ?T' '(0!0

base H & K<CSFPB

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uso e imortancia Suelo

e de Amliacion sismicae de reduccion de solicitacion sismicaedifcacion

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Pi5tn6 Altura iso i5m6 PiFi PiFi/L5PiF#i6 i 5tn62!2("; ! 12(" 2.08(2" 0(!2; ..(10

!0"(21 ! .(" 2;..(+. 0(!28 .;(;!!0"(21 ! ,(" 1.;!(;, 0(22+ ,8(,2!0.(18 !(" !(" 10;2(0. 0(122 !,(;.

L5PiFi6 ;;82(,. !02(+

trabajo escalonado sismica

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