PROPUESTA 2: MURO DE ESPESOR DE 22.5 CM

48030 48030

69652 117682

54792 172474

38665 211139

20789 231928

OFICINA

OFICINA

CINE

RESTAURANTE

BIBLIOTECA

Propuesta 2: muro de 22.5 cm Zona sísmica D Terreno tipo lll c.simplificado = 0.43 x 1.5 = 0.645

Peso de muro = 15 318 kg 22.5 ? 477 kg/m2 Muro = 477 kg/m2

Entrepiso 5 1 6 1.5 13 1 Losa = (418) (4.7) (11.7) = 22986 Trabe = (192) (15) = 2880 22.5 Muro = (1.5) (23) (477) = 16457 Total = 42323 kg Entrepiso 4 Losa = (704.53) (11.7) (4.7) = 38742 Trabe = (192) (12) = 2304 Muro entrepiso 5 = 16457 Muro ent. 4 = (26) (1.5) (477) = 18603 Total = 76106 kg Entrepiso 3 Losa = (704.53) (11.7) (4.7) = 38742 Trabe = (192) (11) = 2112 Muro entrepiso 4 = 18603 Muro ent. 5 = (1.5) (27) (477) = 19319 Total = 78776 kg Entrepiso 2 Losa = (774.53) (11.7) (4.7) = 42591 Trabe = (192) (15) = 2880 Muro entrepiso 3 = 19319 Muro ent.2 = (1.5) (23) (477) = 16457 Total = 81247 kg

Entrepiso 1 Losa = (774.53) (11.7) (4.7) = 42591 Trabe = (192) (15) = 2880 Muro entrepiso 2 = 16457 Muro ent. 1 = (1.75) (23) (477) = 19199 Total = 81127 kg W total = 359579 Vs = 0.645 x 359579 = 231928

TABLA DE FUERZAS Y CORTANTES SISMICOS

NIVEL/ENT. Wi Hi WiHi Fi Vi

5 42323 15.5 656007 48030 48030 4 76106 12.5 951325 69652 117682 3 78776 9.5 748372 54792 172474 2 81247 6.5 528106 38665 211139 1 81127 3.5 283945 20789 231928 ∑ = 3167755

ELEMENTOS MECANICOS ENTREPISO 5 (EJE X) MURO 1

7509 KG

3.0

11.0

MURO ENTREPISO 4

MURO 1 1584 KG MURO 2 35897 KG

3.00 3.00

3.00 11.00

ENTREPISO 3

MURO 1 13101 KG MURO 2 23876 KG

3.0 3.0

11.0 4.0

ENTREPISO 2

MURO 1 36785 KG MURO 2 5268 KG

3.0 3.0

11.0 4.0

ENTREPISO 1

MURO 1 = MURO 2 20468 KG MURO 3 8637 KG

3.5 3.5

4.0 7.0

III) DIMENSIONAMIENTO

ENTREPISO 5

FR. VNOM ≥ FC. VE

VM1= (0.5*3*24750 + 0.3*7509)*1 ≤ 1.5*3*24750*1

FAE =1

39378 ≤ 111375

VE=48030

VNOM= 39378

0.70* 39378 ≥ 1.1 *48030

27565 ≥ 52833

ENTREPISO 4

FR. VNOM ≥ FC. VE

VM1= (0.5*3*6750 + 0.3*1584)*1 ≤ 1.5*3*6750*1

FAE=1

10600 ≤ 30375

VM2= (0.5*3*24750 +0.3*35897)*1 ≤ 1.5*3*24750*1

FAE=1

47894 ≤ 111375

VE= 117682

VNOM= 58494

0.70* 58494 ≥ 1.1 *117682

40946 ≥ 129450

ENTREPISO 3

FR. VNOM ≥ FC. VE

VM1= (0.5*3*24750 + 0.3*13101)*1 ≤ 1.5*3*24750*1

FAE=1

41055 ≤ 111375

VM2= (0.5*3*9000 + 0.3*23876)*1 ≤ 1.5*3*9000*1

FAE=1

20663 ≤ 40500

VE= 172474

VNOM= 61718

0.70* 61718 ≥ 1.1 *172474

43203 ≥ 189721

ENTREPISO 2

FR. VNOM ≥ FC. VE

VM1= (0.5*3*24750 + 0.3*36785)*1 ≤ 1.5*3*24750*1

FAE=1

48161 ≤ 111375

VM2= (0.5*3*9000 + 0.3*5268)*1 ≤ 1.5*3*9000*1

FAE=1

15080 ≤ 40500

VE= 211139

VNOM= 63241

0.70* 63241 ≥ 1.1 *211139

44269 ≥ 232253

ENTREPISO 1

FR. VNOM ≥ FC. VE

MURO 1 Y 2

VM1= (0.5*3*9000 + 0.3*20468)*1 ≤ 1.5*3*9000*1

FAE=1

19640 ≤ 40500

VM3= (0.5*3*15750 + 0.3*8637)*1 ≤ 1.5*3*15750*1

FAE=1

26216 ≤ 70875

VE= 231928

VNOM= 45856

0.70* 45856 ≥ 1.1 *231928

32099 ≥ 255121

ELEMENTOS MECANICOS ENTREPISO 5 (EJE Y) MURO 1

1672 KG

3.0

4.0

MURO 2 3240 KG MURO 3 2844 KG

3.00 3.00

4.0 4.0

MURO ENTREPISO 4

MURO 1 10216 KG MURO 2 14424 KG

3.00 3.00

4.0 4.0

MURO 3

13360 KG

3.0

4.0

MURO ENTREPISO 3

MURO 1 25608 KG MURO 2 5460 KG

3.00 3.00

4.0 4.0

MURO 3

23876KG

3.0

4.0

ENTREPISO 2

MURO 1 3100 KG MURO 2 17188 KG

3.0 3.0

4.0 4.0

ENTREPISO 1

MURO 1 11924 KG MURO 2 5268 KG

3.5 3.5

4.0 4.0

III) DIMENSIONAMIENTO EJE Y

ENTREPISO 5

FR. VNOM ≥ FC. VE

VM1= (0.5*3*9000 + 0.3*1672)*1 ≤ 1.5*3*9000*1

FAE =1

14002 ≤ 40500

VM2= (0.5*3*9000 + 0.3*3240)*1 ≤ 1.5*3*9000*1

14472 ≤ 40500

VM3= (0.5*3*9000 + 0.3*2844)*1 ≤ 1.5*3*9000*1

14353 ≤ 40500

VE= 48030

VNOM= 42827

0.70* 42827 ≥ 1.1 *48030

29979 ≥ 52833

ENTREPISO 4

FR. VNOM ≥ FC. VE

VM1= (0.5*3*9000 + 0.3*10216)*1 ≤ 1.5*3*9000*1

FAE=1

16565 ≤ 40500

VM2= (0.5*3*9000 +0.3*14424)*1 ≤ 1.5*3*9000*1

17827 ≤ 40500

VM3= (0.5*3*9000 +0.3*13360)*1 ≤ 1.5*3*9000*1

17508 ≤ 40500

VE= 117682

VNOM= 51900

0.70* 51900 ≥ 1.1 *117682

36330 ≥ 129450

ENTREPISO 3

FR. VNOM ≥ FC. VE

VM1= (0.5*3*9000 + 0.3*25608)*1 ≤ 1.5*3*9000*1

FAE=1

21182 ≤ 40500

VM2= (0.5*3*9000 +0.3*5460)*1 ≤ 1.5*3*9000*1

15138 ≤ 40500

VM3= (0.5*3*9000 +0.3*23876)*1 ≤ 1.5*3*9000*1

20663 ≤ 40500

VE= 172474

VNOM= 56983

0.70* 56983 ≥ 1.1 *172474

39888 ≥ 189721

ENTREPISO 2

FR. VNOM ≥ FC. VE

VM1= (0.5*3*9000 + 0.3*3100)*1 ≤ 1.5*3*9000*1

FAE=1

14430 ≤ 40500

VM2= (0.5*3*9000 + 0.3*17188)*1 ≤ 1.5*3*9000*1

FAE=1

18656 ≤ 40500

VE= 211139

VNOM= 33086

0.70* 33086 ≥ 1.1 *211139

23160 ≥ 232253

ENTREPISO 1

FR. VNOM ≥ FC. VE

VM1= (0.5*3*9000 + 0.3*11924)*1 ≤ 1.5*3*9000*1

FAE=1

17077 ≤ 40500

VM2= (0.5*3*9000 + 0.3*5268)*1 ≤ 1.5*3*9000*1

FAE=1

15080 ≤ 40500

VE= 231928

VNOM= 32157

0.70* 32157 ≥ 1.1 *231928

22510 ≥ 255121