Post on 14-Apr-2016
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