Memoria de Calculo ALBAÑILERIA
-
Upload
kevin-faimer-severino-zarate -
Category
Documents
-
view
225 -
download
0
Transcript of Memoria de Calculo ALBAÑILERIA
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 1/42
ln 5
e 20 300
Elemento Carga (kg/m2) Area Tributaria Carga (Kg)
losa 280 17.2178 4820.984
vigas 60 17.2178 1033.068
tabiques 150 17.2178 2582.67
acabados 100 17.2178 1721.78
10158.502
250 17.2178 4304.45
1.PREDIMENSIONAMIENTO DE ELEMENTOS ESTRUCTURALES
1.1 Losa Aligerada
1.2 Columnas
usar 30x30 cm2
1.2.1 metrado de cragas
e= 25
= 1.1 0.30′
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 2/42
Muro Longitud
(m)Epesor
(m) Area(m2) Muro
Longitud (m)
Epesor(m)
1x 4.5 0.23 1.035 1y 3.86 0.23
2x 4.5 0.23 1.035 2y 3.92 0.23
3x 4.5 0.23 1.035 3y 4.05 0.23
4x 3.7 0.23 0.851 4y 3.95 0.23
5x 4.8 0.23 1.104 5y 3.92 0.23
6x 1.63 0.23 0.3749 6y 3.92 0.23
7x 3.36 0.23 0.7728 7y 4.05 0.23
8x 3.76 0.23 0.8648 8y 3.92 0.23
9x 4.8 0.23 1.104 9y 3.86 0.23
10x 2.67 0.23 0.6141 10y 3.86 0.23
11x 3.54 0.23 0.8142 11y 1.83 0.23
12x 3.31 0.23 0.7613 12y 4.05 0.23
13x 4.72 0.23 1.0856 13y 3.95 0.23
14x 3.43 0.23 0.7889 14y 3.92 0.23
15x 3.76 0.23 0.8648 15y 3.86 0.23
16x 4.8 0.23 1.104 16y 3.86 0.23
17x 2.67 0.23 0.6141 17y 1.83 0.23
18x 3.54 0.23 0.8142 18y 4.05 0.23
19x 3.31 0.23 0.7613 19y 3.95 0.23
20x 4.72 0.23 1.0856 20y 3.92 0.23
21x 3.43 0.23 0.7889 21y 3.86 0.23
22 2 3 0 23
CALCULO DE DENSIDAD DE MUROS
DIRECCION X-X DIRECCION X-
A 18 27
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 3/42
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 4/42
Muro L t h 3(h/l) Ῡ
1x 4.5 0.23 3 2.0 1.19 0.072209 7.93 0.572622x 4.5 0.23 3 2.0 1.19 0.072209 11.95 0.862901
3x 4.5 0.23 3 2.0 1.19 0.072209 15.95 1.151738
4x 3.7 0.23 3 2.4 2.13 0.050388 19.85 1.0002
5x 4.8 0.23 3 1.9 0.98 0.080658 19.85 1.601052
6x 1.63 0.23 3 5.5 24.94 0.007551 15.95 0.120439
7x 3.36 0.23 3 2.7 2.85 0.041624 11.95 0.497404
1y 3.86 0.23 3 39.13 8876.469 0.000433 2.08 0.000901
2y 3.92 0.23 3 39.13 8876.469 0.00044 5.97 0.002625
3y 4.05 0.23 3 39.13 8876.469 0.000454 9.85 0.004474
4y 3.95 0.23 3 39.13 8876.469 0.000443 13.95 0.00618
5y 3.92 0.23 3 39.13 8876.469 0.00044 17.89 0.007866
6y 3.92 0.23 3 39.13 8876.469 0.00044 17.89 0.007866
7y 4.05 0.23 3 39.13 8876.469 0.000454 9.85 0.004474
8y 3.92 0.23 3 39.13 8876.469 0.00044 5.97 0.002625
9y 3.86 0.23 3 39.13 8876.469 0.000433 2.08 0.000901
22y 2.3 0.23 3 39.13 8876.469 0.000258 10.83 0.002794
0.401082 5.84706
columnas h b h i Ῡ 1 3 0.3 0.3 0.00068 0.00185 0.15 0.00028
2 3 0.3 0.3 0.00068 0.00185 1.82 0.00336
3 3 0.3 0.3 0.00068 0.00185 4.01 0.00744 3 0.3 0.3 0.00068 0.00185 7.93 0.014645 3 0.3 0.3 0.00068 0.00185 15.95 0.02945
0.009231 0.055127
CALCULO DE RIGIDEZ PRIMER PISO X-X
TOTAL
TOTAL
14.38 Ycr=
4(ℎ ) ( ) Ȳ
( ) Ȳ
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 5/42
Muro L t h 3(h/l) x ̄ ̄
1x 4.5 0.23 3 39.1 8876.47 0.000505 2.25 0.001136
2x 4.5 0.23 3 39.1 8876.47 0.000505 2.25 0.001136
3x 4.5 0.23 3 39.1 8876.47 0.000505 2.25 0.001136
4x 3.7 0.23 3 39.1 8876.47 0.000415 1.97 0.000818
5x 4.8 0.23 3 39.1 8876.47 0.000538 6.6 0.003553
6x 1.63 0.23 3 39.1 8876.47 0.000183 6.05 0.001106
7x 3.36 0.23 3 39.1 8876.47 0.000377 7.31 0.002755
1y 3.86 0.23 3 2.33 1.877854 0.054639 0.125 0.00683
2y 3.92 0.23 3 2.30 1.792939 0.05625 0.125 0.0070313y 4.05 0.23 3 2.22 1.625768 0.059771 0.125 0.007471
4y 3.95 0.23 3 2.28 1.752397 0.05706 0.125 0.007132
5y 3.92 0.23 3 2.30 1.792939 0.05625 0.125 0.007031
6y 3.92 0.23 3 2.30 1.792939 0.05625 4.36 0.245252
7y 4.05 0.23 3 2.22 1.625768 0.059771 4.36 0.260604
8y 3.92 0.23 3 2.30 1.792939 0.05625 4.36 0.245252
9y 3.86 0.23 3 2.33 1.877854 0.054639 4.36 0.238225
22y 2.3 0.23 3 3.91 8.876469 0.017983 8.87 0.159514
0.531893 1.195981
olumna h b h i x̄
1 3 0.3 0.3 0.000675 0.00185 7.37 0.01361
2 3 0.3 0.3 0.000675 0.00185 8.87 0.01638
3 3 0.3 0.3 0.000675 0.00185 8.87 0.01638
4 3 0.3 0.3 0.000675 0.00185 8.87 0.01638 5 3 0.3 0.3 0.000675 0.00185 8.87 0.01638
0.009231 0.079108TOTAL
Xcr 2.36
CALCULO DE RIGIDEZ PRIMER PISO Y-Y
TOTAL
4
(ℎ ) ( )
( )
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 6/42
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 7/42
Muro L t h 3(h/l) x ̄8x 3.76 0.23 2.4 31.3 4544.75 0.0008217 1.88 0.00154
9x 4.8 0.23 2.4 31.3 4544.75 0.0010489 6.95 0.00729
10x 2.67 0.23 2.4 31.3 4544.75 0.0005835 1.46 0.00085
11x 3.54 0.23 2.4 31.3 4544.75 0.0007736 7.08 0.00548
12x 3.31 0.23 2.4 31.3 4544.75 0.0007233 1.62 0.00117
13x 4.72 0.23 2.4 31.3 4544.75 0.0010315 6.95 0.00717
14x 3.43 0.23 2.4 31.3 4544.75 0.0007496 7.08 0.00531
10y 4.01 0.23 2.4 1.80 0.857552266 0.0866922 0.0125
0.00108
11y 1.83 0.23 2.4 3.93 9.022781643 0.0177507 0.0125 0.00022
12y 4.2 0.23 2.4 1.71 0.746355685 0.0934716 0.0125 0.00117
13y 3.95 0.23 2.4 1.82 0.897227197 0.0845585 0.0125 0.00106
14y 3.62 0.23 2.4 1.99 1.165649562 0.0729094 0.0125 0.00091
15y 4.01 0.23 2.4 1.80 0.857552266 0.0866922 4.4 0.38145
0.4478066 0.41470
columnas h b h i x ̄1 2.4 0.3 0.3 0.000675 0.00361 7.45 0.02686322
2 2.4 0.3 0.3 0.000675 0.00361 8.85 0.03191134
3 2.4 0.3 0.3 0.000675 0.00361 4.4 0.01586552
4 2.4 0.3 0.3 0.000675 0.00361 8.9 0.03209163
5 2.4 0.3 0.3 0.000675 0.00361 4.4 0.01586552 0.018029 0.122597227 TOTAL
1.15Ycr=
TOTAL
CALCULO DE RIGIDEZ SEGUNDO Y TERCER PISO Y-Y
4(ℎ ) ( )
( )
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 8/42
Muro Xcr Yi Ῡ=Ycr-Yi Xi X ̅=Xi- Xcr J
1x 2.36 7.93 -6.45 41.6 2.25 -0.11 0.0121 0.072209 0.000505 0.020998 0.000874 0.02187192x 2.36 11.95 -2.43 5.9 2.25 -0.11 0.0121 0.072209 0.000505 0.00298 0.000874 0.0038541
3x 2.36 15.95 1.57 2.5 2.25 -0.11 0.0121 0.072209 0.000505 0.001244 0.000874 0.0021178
4x 2.36 19.85 5.47 29.9 1.97 -0.39 0.1521 0.050388 0.000415 0.012417 0.007664 0.0200813
5x 2.36 19.85 5.47 29.9 6.60 4.24 17.9776 0.080658 0.000538 0.016109 1.450029 1.4661378
6x 2.36 15.95 1.57 2.5 6.05 3.69 13.6161 0.007551 0.000183 0.000451 0.102816 0.1032662
7x 2.36 11.95 -2.43 5.9 7.31 4.95 24.5025 0.041624 0.000377 0.002225 1.019886 1.0221111
1y 2.36 2.08 -12.3 151.3 0.125 -2.24 4.99523 0.000433 0.054639 8.266309 0.002163 8.2684718
2y 2.36 5.97 -8.41 70.7 0.125 -2.24 4.99523 0.00044 0.05625 3.978486 0.002196 3.9806824
3y 2.36 9.85 -4.53 20.5 0.125 -2.24 4.99523 0.000454 0.059771 1.226564 0.002269 1.2288332
4y 2.36 13.95 -0.43 0.2 0.125 -2.24 4.99523 0.000443 0.05706 0.01055 0.002213 0.01276345y 2.36 17.89 3.51 12.3 0.125 -2.24 4.99523 0.00044 0.05625 0.693011 0.002196 0.6952072
6y 2.36 17.89 3.51 12.3 4.36 2.00 4 0.00044 0.05625 0.693011 0.001759 0.6947697
7y 2.36 9.85 -4.53 20.5 4.36 2.00 4 0.000454 0.059771 1.226564 0.001817 1.2283811
8y 2.36 5.97 -8.41 70.7 4.36 2.00 4 0.00044 0.05625 3.978486 0.001759 3.9802448
9y 2.36 2.08 -12.3 151.3 4.36 2.00 4 0.000433 0.054639 8.266309 0.001732 8.2680409
22y 2.36 10.83 -3.55 12.6 8.87 6.51 42.3801 0.000258 0.017983 0.226637 0.010933 0.2375699
1 2.36 0.15 -14.23 202.5 7.37 5.01 25.1001 0.001846 0.001846 0.373836 0.046339 0.4201754
2 2.36 1.82 -12.56 157.8 8.87 6.51 42.3801 0.001846 0.001846 0.29124 0.078241 0.3694808
3 2.36 4.01 -10.37 107.5 8.87 6.51 42.3801 0.001846 0.001846 0.198531 0.078241 0.2767723
4 2.36 7.93 -6.45 41.6 8.87 6.51 42.3801 0.001846 0.001846 0.076805 0.078241 0.1550462
5 2.36 15.95 1.57 2.5 8.87 6.51 42.3801 0.001846 0.001846 0.004551 0.078241 0.0827915
32.538671
CALCULO DE MOMENTO PLAR 1°PISO
Columnas
( ) ( ) Ῡ ( ) ( )
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 9/42
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 10/42
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 11/42
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 12/42
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 13/42
PISO w Vigas W Columnas W Muros W Muros no
PortantesW Alfeizar YParapetos
W Aligerado W Tabiqueria y
Acabados W Muerta
1 8308.8 2592 80320.14 6750 27491.4 53049 44207.5 222718.84
2 16263 3240 49620.384 33594.28344 6287.76 53049 44207.5 206261.9274
3 16263 3240 49620.384 33594.28344 20381.76 53049 44207.5 220355.9274
649336.69
Parametros Valores PISO Pi Hi PiHi PiHi/ ∑PiHi Fi
Z 0.4 3 226987.05 9.55 2167726.35 0.47 58539.25 U 1.0 2 217313.80 6.85 1488599.55 0.32 40199.493S 1.0 1 233770.72 4.25 993525.54 0.21 26830.066 R 5.4 ∑ 678071.5699 4649851.436 1 125568.81Tp 0.4Ct 60.0
Hn 9.6 T 0.2 C 2.5 K 0.2 P 678071.6 V 125568.8
TOTAL
descripcionZona 3
ViviendaRigido
Esquinas Entrante
CALCULO DEL PESO DEL EDIFICIO
CALCULO DE LA FUERZA SISMICA
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 14/42
Muro Vn Kx/ ∑ Kx Ky/ ∑ Ky Vix Viy
1 125569 0.0722093 0.00050473 0.1759858 0.00093275 22098.33 117.12442 125569 0.0722093 0.00050473 0.1759858 0.00093275 22098.33 117.12443 125569 0.0722093 0.00050473 0.1759858 0.00093275 22098.33 117.12444 125569 0.0503879 0.000415 0.1228036 0.00076693 15420.3 96.302295 125569 0.0806575 0.00053838 0.1965756 0.00099493 24683.76 124.9327 6 125569 0.007551 0.00018283 0.0184031 0.00033786 2310.853 42.42506 7 125569 0.0416237 0.00037687 0.1014438 0.00069645 12738.18 87.452891y 125569 0.0004329 0.05463883 0.0010552 0.10097296 132.4961 12679.05 2y 125569 0.0004397 0.05625043 0.0010716 0.1039512 134.5556 13053.03
3y 125569 0.0004543 0.05977145 0.0011071 0.11045808 139.0179 13870.094y 125569 0.000443 0.05705953 0.0010798 0.10544642 135.5854 13240.78 5y 125569 0.0004397 0.05625043 0.0010716 0.1039512 134.5556 13053.036y 125569 0.0004397 0.05625043 0.0010716 0.1039512 134.5556 13053.037y 125569 0.0004543 0.05977145 0.0011071 0.11045808 139.0179 13870.098y 125569 0.0004397 0.05625043 0.0010716 0.1039512 134.5556 13053.039y 125569 0.0004329 0.05463883 0.0010552 0.10097296 132.4961 12679.05 22y 125569 0.000258 0.01798348 0.0006287 0.03323361 78.94846 4173.105
0.4010823 0.5318926
1 125569 0.0018 0.0018 0.0044994 0.00341174 564.9865 428.4075 2 125569 0.0018 0.0018 0.0044994 0.00341174 564.9865 428.4075 3 125569 0.0018 0.0018 0.0044994 0.00341174 564.9865 428.4075 4 125569 0.0018 0.0018 0.0044994 0.00341174 564.9865 428.4075 5 125569 0.0018 0.0018 0.0044994 0.00341174 564.9865 428.4075
0.00923085 0.00923085
CALCULO DE LA FUERZA TRASLACIONA L EN CADA MURO (1°PISO)
Columnas
∑
∑
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 15/42
Muro Vn Kx/ ∑ Kx Ky/ ∑ Ky Vix Viy 8x 98738.744 0.077830873 0.000821668 0.13719 0.001764 13545.5841 174.16118 9x 98738.744 0.1 0.001048938 0.20270 0.002252 20014.4508 222.33342
10x 98738.744 0.041058807 0.000583472 0.07237 0.001253 7145.82144 123.67296 11x 98738.744 0.070113949 0.000773592 0.12358 0.001661 12202.5408 163.9708912x 98738.744 0.062161901 0.00072333 0.10957 0.001553 10818.5766 153.31742 13x 98738.744 0.112125068 0.001031456 0.19763 0.002214 19514.1014 218.62786 14x 98738.744 0.066293658 0.000749554 0.11685 0.001609 11537.6623 158.87575
10y 98738.744 0.0008763 0.086692234 0.00154 0.186100 152.510178 18375.327 11y 98738.744 0.000399908 0.017750738 0.00070 0.038105 69.5994078 3762.4548 12y 98738.744 0.000917821 0.093471564 0.00162 0.200654 159.736346 19812.277 13y 98738.744 0.000863189 0.08455845 0.00152 0.181520 150.22823 17923.04914y 98738.744 0.000791074 0.072909406 0.00139 0.156513 137.677517 15453.912
15y 98738.744 0.0008763 0.086692234 0.00154 0.186100 152.510178 18375.327
0.549308848 0.447806635
1 98738.744 0.0036058 0.0036058 0.0063556 0.0077405 627.5489 764.2872
2 98738.744 0.0036058 0.0036058 0.0063556 0.0077405 627.5489 764.2872 3 98738.744 0.0036058 0.0036058 0.0063556 0.0077405 627.5489 764.2872
4 98738.744 0.0036058 0.0036058 0.0063556 0.0077405 627.5489 764.2872
5 98738.744 0.0036058 0.0036058 0.0063556 0.0077405 627.5489 764.2872 0.018029004 0.018029004
CALCULO DE LA FUERZA TRASLACIONA L EN CADA MURO (2°PISO)
∑
Columnas ∑
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 16/42
Muro Vn Kx/ ∑ Kx Ky/ ∑ Ky Vix Viy 8x 58539.25 0.077830873 0.000821668 0.13719 0.001764 8030.77197 103.25496 9x 58539.25 0.1 0.001048938 0.20270 0.002252 11865.9697 131.81484
10x 58539.25 0.041058807 0.000583472 0.07237 0.001253 4236.54397 73.32200311x 58539.25 0.070113949 0.000773592 0.12358 0.001661 7234.52174 97.21344312x 58539.25 0.062161901 0.00072333 0.10957 0.001553 6414.01076 90.897315 13x 58539.25 0.112125068 0.001031456 0.19763 0.002214 11569.3275 129.61792 14x 58539.25 0.066293658 0.000749554 0.11685 0.001609 6840.33515 94.192686 10y 58539.25 0.0008763 0.086692234 0.00154 0.186100 90.4187264 10894.182 11y 58539.25 0.000399908 0.017750738 0.00070 0.038105 41.2634088 2230.647 12y 58539.25 0.000917821 0.093471564 0.00162 0.200654 94.7029054 11746.107 13y 58539.25 0.000863189 0.08455845 0.00152 0.181520 89.0658277 10626.0414y 58539.25 0.000791074 0.072909406 0.00139 0.156513 81.6248852 9162.1628 15y 58539.25 0.0008763 0.086692234 0.00154 0.186100 90.4187264 10894.182
0.549308848 0.447806635
1 58539.25 0.0036058 0.0036058 0.0063556 0.0077405 372.055 453.1231
2 58539.25 0.0036058 0.0036058 0.0063556 0.0077405 372.055 453.12313 58539.25 0.0036058 0.0036058 0.0063556 0.0077405 372.055 453.1231
4 58539.25 0.0036058 0.0036058 0.0063556 0.0077405 372.055 453.1231
5 58539.25 0.0036058 0.0036058 0.0063556 0.0077405 372.055 453.1231
0.018029004 0.018029004
CALCULO DE LA FUERZA TRASLACIONA L EN CADA MURO (3°PISO)
∑
∑
Columnas
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 17/42
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 18/42
x y ΔV1 ΔV2 ΔV1 ΔV2 Vx Vy 8X 8030.8 103.255 733.0916 1772.11908 0.5430948 3.73777028 9802.891 106.9927 9X 11866 131.815 1083.1889 2618.41718 5.5085106 37.9115143 14484.39 169.726410X 4236.5 73.322 105.53611 255.114837 0.1637713 1.1271322 4491.659 74.4491411X 7234.5 97.2134 180.21842 435.646094 4.1535832 28.5864257 7670.168 125.799912X 6414 90.8973 -242.8217 -586.97834 0.3078157 2.11849651 6414.011 93.0158113X 11569 129.618 -437.9917 -1058.7673 5.4167021 37.2796558 11569.33 166.8976 14X 6840.3 94.1927 -1151.313 -2783.0963 4.0245171 27.6981469 6840.335 121.8908 10y 90.419 10894.2 -17.67847 -42.73456 -89.28694 -614.504238 90.41873 10894.18 11y 41.263 2230.65 -6.32299 -15.284707 -18.28202 -125.823308 41.26341 2230.647 12y 94.703 11746.1 -6.953238 -16.80822 -96.26918 -662.558452 94.70291 11746.1113y 89.066 10626 -0.700645 -1.6936855 -87.08929 -599.37925 89.06583 10626.0414y 81.625 9162.16 4.8292039 11.6737448 -75.09159 -516.806834 93.29863 9162.163
15y 90.419 10894.2 -17.67847 -42.73456 255.10554 1755.72639 90.41873 12649.91
1 372.05 453.123 -86.15789 -208.27143 20.568311 141.558373 372.055 825.178
2 372.05 453.123 -75.97504 -183.65619 25.139046 173.015789 372.055 825.178
3 372.05 453.123 -38.71922 -93.596856 10.610636 73.0261447 372.055 825.178 4 372.05 453.123 -38.71922 -93.596856 25.302287 174.139268 372.055 825.178 5 372.05 453.123 9.8779744 23.878253 10.610636 73.0261447 395.9332 526.1492
CORTANTE DE DISEÑO
columnas
Direccion X Direccion y Cortante Traslacional
CALCULO DEL INCREMENTO POR TORSION 3°PISO
Muro
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 19/42
X Y ΔV1 ΔV2 ΔV1 ΔV2 Vx Vy 8X 13546 174.1612 1236.513 2989.051116 0.91604352 6.304534824 16534.635 180.465719X 20014 222.3334 1827.02558 4416.510662 9.29126043 63.94573357 24430.961 286.27915 10X 7145.8 123.673 178.008813 430.3047685 0.27623478 1.901145247 7576.1262 125.5741111X 12203 163.9709 303.976221 734.808661 7.00589071 48.21701251 12937.349 212.18791
12X 10819 153.3174 -409.56974 -990.062283 0.5191959 3.573289429 10818.577 156.8907113X 19514 218.6279 -738.76497 -1785.83343 9.13640609 62.87997134 19514.101 281.5078314X 11538 158.8758 -1941.932 -4694.27661 6.78819354 46.71874376 11537.662 205.5945 10y 152.51 18375.33 -29.818447 -72.0808139 -150.60118 -1036.490495 152.51018 18375.327 11y 69.599 3762.455 -10.66505 -25.7808698 -30.836466 -212.2274425 69.599408 3762.4548 12y 159.74 19812.28 -11.728096 -28.3505945 -162.37819 -1117.544023 159.73635 19812.277 13y 150.23 17923.05 -1.1817852 -2.85675633 -146.89439 -1010.979025 150.22823 17923.04914y 137.68 15453.91 8.1454669 19.69022314 -126.65774 -871.7032996 157.36774 15453.912 15y 152.51 18375.33 -29.818447 -72.0808139 430.289094 2961.401415 152.51018 21336.729
1 627.55 764.2872 -145.32338 -351.293519 34.6927769 238.7679349 627.54889 1003.0552 2 627.55 764.2872 -128.14786 -309.774752 42.4022828 291.827476 627.54889 1056.1147 3 627.55 764.2872 -65.3081 -157.870761 17.8970674 123.1739347 627.54889 887.46118 4 627.55 764.2872 -65.3081 -157.870761 42.6776223 293.7224596 627.54889 1058.0097 5 627.55 764.2872 16.661279 40.27569012 17.8970674 123.1739347 667.82458 887.46118
Cortante Traslacional Direccion X Direccion y CORTANTE DE DISEÑO
columnas
Muro
CALCULO DEL CORTANTE DE DISEÑO 2°PISO
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 20/42
Muro L t Area
Tributaria
Peso Muros,Alfeizar y
No Portantes
Peso Aligerado
Acabados yTabiqueria
1x 4.5 0.23 4.11 1242 411 1027.5 2680.50 1027.5 1.165432x 4.5 0.23 3.9 3726 1170 975 5871.00 975 2.552613x 4.5 0.23 4.29 3726 1287 1072.5 6085.50 1072.5 2.64587 4x 3.7 0.23 1.49 3726 447 372.5 4545.50 372.5 1.97635x 4.8 0.23 1.49 3726 447 372.5 4545.50 372.5 1.97636x 1.63 0.23 4.29 3726 1287 1072.5 6085.50 1072.5 2.64587 7x 3.36 0.23 3.9 3726 1170 975 5871.00 975 2.552611y 3.86 0.23 0.8 3726 240 200 4166.00 200 1.8113
2y 3.92 0.23 0.8 3726 240 200 4166.00 200 1.81133y 4.05 0.23 0.8 3726 240 200 4166.00 200 1.81134y 3.95 0.23 0.8 3726 240 200 4166.00 200 1.81135y 3.92 0.23 0.8 3726 240 200 4166.00 200 1.81136y 3.92 0.23 0.8 1242 240 200 1682.00 200 0.73137y 4.05 0.23 0.8 1242 240 200 1682.00 200 0.73138y 3.92 0.23 0.8 1242 240 200 1682.00 200 0.73139y 3.86 0.23 0.8 3726 240 200 4166.00 200 1.8113
22y 2.3 0.23 0.8 1242 240 200 1682.00 200 0.731350922 8619 7867.5 67408.5 7867.5
Vigas seccion γ m eso Propio AnchoTributario
PesoMuros
Peso Aligerado
Acabados yTabiqueria
V101 25X30 2400 180 2.08 0 624 312 1116 520
V102 25x30 2400 180 3.88 993.6 1164 582 2919.6 970
V103 25x3 2400 180 4.11 993.6 1233 616.5 3023.1 1027.5
V104 25x30 2400 180 4.29 993.6 1287 643.5 3104.1 1072.5
TOTAL
METRADO DE CARGAS 1°PISO
(Kg)
(Kg)
(Kg/m)
(Kg/m)
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 21/42
Muro L t AreaTributaria
PesoMuros
Peso Aligerado
Acabados yTabiqueria
8x 3.76 0.23 4.11 1987.2 1233 1027.5 4247.70 1027.5 1.846839x 4.8 0.23 3.9 1987.2 1170 975 4132.20 975 1.79661
10x 2.67 0.23 4.29 1987.2 1287 1072.5 4346.70 1072.5 1.88987 11x 3.54 0.23 1.49 1987.2 447 372.5 2806.70 372.5 1.220312x 3.31 0.23 1.49 1987.2 447 372.5 2806.70 372.5 1.220313x 4.72 0.23 4.29 1987.2 1287 1072.5 4346.70 1072.5 1.88987 14x 3.43 0.23 3.9 1987.2 1170 975 4132.20 975 1.7966110y 4.01 0.23 0.8 1987.2 240 200 2427.20 200 1.055311y 1.83 0.23 0.8 1987.2 240 200 2427.20 200 1.055312y 4.2 0.23 0.8 1987.2 240 200 2427.20 200 1.055313y 3.95 0.23 0.8 1987.2 240 200 2427.20 200 1.055314y 3.62 0.23 0.8 1987.2 240 200 2427.20 200 1.055315y 4.01 0.23 0.8 1987.2 240 200 2427.20 200 1.0553
41382.10 7067.50
Vigas seccion γ m eso Propio AnchoTributario
PesoMuros
Peso Aligerado
Acabados yTabiqueria
V201 25X30 2400 180 2.08 0 624 312 1116 520V202 25x30 2400 180 3.88 993.6 1164 582 2919.6 970
V203 25x3 2400 180 4.11 993.6 1233 616.5 3023.1 1027.5
V204 25x30 2400 180 4.29 993.6 1287 643.5 3104.1 1072.5
METRADO DE CARGAS 2°PISO
TOTAL
(Kg)
(Kg)
(Kg/m)
(Kg/m)
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 22/42
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 23/42
W Viva
44207.5
44207.5
26524.5
114940
Vi
58539.25
98738.74
125568.81
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 24/42
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 25/42
Ycr 14.38 Ycr 14.28 Ycr 14.28 Xcr 2.36 Xcr 1.15 Xcr 1.15 Ycm 11.5 Ycm 11.6 Ycm 11.6 Xcm 3.61 Xcm 3.32 Xcm 3.32
ex 1.25 ex 2.17 ex 2.17 ey 2.88 ey 2.68 ey 2.68
eacx 0.9 eacx 0.9 eacx 0.9eacy 2 eacy 2 eacy 2
e'x1 0.35 e'x1 1.27 e'x1 1.27 e'x2 2.15 e'x2 3.07 e'x2 3.07 e'y1 0.88 e'y1 0.68 e'y1 0.68 e'y2 4.88 e'y2 4.68 e'y2 4.68 Vn 125568.8 Vn 98738.74 Vn 58539.25
M1x 43949.08 M1x 125398.2 M1x 74344.85
M2x 269972.9 M2x 303127.9 M2x 179715.5
M1y 110500.6 M1y 67142.35 M1y 39806.69
M2y 612775.8 M2y 462097.3 M2y 273963.7
CALCULO DEL MOMENTO TORSOR EN CADA PISO
Primer Piso Segundo Piso Tercer Piso
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 26/42
Muro X ̅=Xi- Xcr Ῡ=Ycr-Yi ΔV1 ΔV2 ΔV1 ΔV2
1x 0.072209 0.000505 -0.11 -6.5 -629.08 -3864.32 -0.19 -1.05
2x 0.072209 0.000505 -0.11 -2.4 -237.00 -1455.86 -0.19 -1.05
3x 0.072209 0.000505 -0.11 1.6 153.12 940.62 -0.19 -1.05
4x 0.050388 0.000415 -0.39 5.5 372.27 2286.83 -0.55 -3.05
5x 0.080658 0.000538 4.24 5.5 595.91 3660.60 7.75 42.99
6x 0.007551 0.000183 3.69 1.6 16.01 98.36 2.29 12.70
7x 0.041624 0.000377 4.95 -2.4 -136.61 -839.20 6.34 35.13
1y 0.000433 0.054639 -2.235 -12.30 -7.19 -44.18 -414.71 -2299.75
2y 0.00044 0.05625 -2.235 -8.41 -4.99 -30.68 -426.94 - 2367.58
3y 0.000454 0.059771 -2.235 -4.53 -2.78 -17.07 -453.67 -2515.78
4y 0.000443 0.05706 -2.235 -0.43 -0.26 -1.58 -433.08 - 2401.64
5y 0.00044 0.05625 -2.235 3.51 2.08 12.80 -426.94 -2367.58
6y 0.00044 0.05625 2 3.51 2.08 12.80 382.05 2118.64
7y 0.000454 0.059771 2 -4.53 -2.78 -17.07 405.96 2251.26
8y 0.00044 0.05625 2 -8.41 -4.99 -30.68 382.05 2118.64
9y 0.000433 0.054639 2 -12.30 -7.19 -44.18 371.10 2057.94
22y 0.000258 0.017983 6.51 -3.55 -1.24 -7.60 397.58 2204.74
1 0.0018 0.0018 5.01 -14.23 -35.48 -217.97 31.41 174.19
2 0.0018 0.0018 6.51 -12.56 -31.32 -192.39 40.81 226.34
3 0.0018 0.0018 6.51 -10.37 -25.86 -158.84 40.81 226.34
4 0.0018 0.0018 6.51 -6.45 -16.08 -98.80 40.81 226.34
5 0.0018 0.0018 6.51 1.57 3.91 24.05 40.81 226.34
CALCULO DEL INCREMENTO POR TORSION 1°PISO
Direccion X Direccion y
columnas
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 27/42
Muro X ̅=Xi- Xcr Ῡ=Ycr-Yi ΔV1 ΔV2 ΔV1 ΔV2
8x 0.077831 0.000822 0.73 5.6 1236.51 2989.05 0.92 6.30
9x 0.1 0.001049 5.8 5.6 1827.03 4416.51 9.29 63.95
10x 0.041059 0.000583 0.31 1.5 178.01 430.30 0.28 1.90
11x 0.070114 0.000774 5.93 1.5 303.98 734.81 7.01 48.22
12x 0.062162 0.000723 0.47 -2.3 -409.57 -990.06 0.52 3.57
13x 0.112125 0.001031 5.8 -2.3 -738.76 -1785.83 9.14 62.88
14x 0.066294 0.00075 5.93 -10.3 -1941.93 -4694.28 6.79 46.7210y 0.000876 0.086692 -1.1375 -11.93 -29.82 -72.08 -150.60 -1036.49
11y 0.0004 0.017751 -1.1375 -9.35 -10.67 -25.78 -30.84 -212.23
12y 0.000918 0.093472 -1.1375 -4.48 -11.73 -28.35 -162.38 -1117.54
13y 0.000863 0.084558 - 1.1375 -0.48 -1.18 -2.86 -146.89 -1010.98
14y 0.000791 0.072909 -1.1375 3.61 8.15 19.69 -126.66 -871.70
15y 0.000876 0.086692 3.25 -11.93 -29.82 -72.08 430.29 2961.40
1 0.0036 0.0036 6.3 -14.13 -145.32 -351.29 34.69 238.77
2 0.0036 0.0036 7.7 -12.46 -128.15 -309.77 42.40 291.833 0.0036 0 .0036 3.25 -6.35 -65.31 -157.87 17.90 123.17
4 0.0036 0 .0036 7.75 -6.35 -65.31 -157.87 42.68 293.72
5 0.0036 0.0036 3.25 1.62 16.66 40.28 17.90 123.17
CALCULO DEL INCREMENTO POR TORSION 2°PISO
Direccion X Direccion y
columnas
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 28/42
Muro X ̅=Xi- Xcr Ῡ=Ycr-Yi ΔV1 ΔV2 ΔV1 ΔV2
8x 0.077831 0.000822 0.73 5.6 733.09 1772.12 0.54 3.74
9x 0.1 0.001049 5.8 5.6 1083.19 2618.42 5.51 37.91
10x 0.041059 0.000583 0.31 1.5 105.54 255.11 0.16 1.13
11x 0.070114 0.000774 5.93 1.5 180.22 435.65 4.15 28.59
12x 0.062162 0.000723 0.47 -2.3 -242.82 -586.98 0.31 2.12
13x 0.112125 0.001031 5.8 -2.3 -437.99 -1058.77 5.42 37.28
14x 0.066294 0.00075 5.93 -10.3 -1151.31 -2783.10 4.02 27.70
10y 0.000876 0.086692 -1.1375 -11.93 -17.68 -42.73 -89.29 -614.50
11y 0.0004 0.017751 -1.1375 -9.35 -6.32 -15.28 -18.28 -125.82
12y 0.000918 0.093472 -1.1375 -4.48 -6.95 -16.81 -96.27 -662.56
13y 0.000863 0.084558 -1.1375 -0.48 -0.70 -1.69 -87.09 -599.38
14y 0.000791 0.072909 -1.1375 3.61 4.83 11.67 -75.09 -516.81
15y 0.000876 0.086692 3.25 -11.93 -17.68 -42.73 255.11 1755.73
1 0.0036 0.0036 6.3 -14.13 -86.16 -208.27 20.57 141.56
2 0.0036 0.0036 7.7 -12.46 -75.98 -183.66 25.14 173.02
3 0.0036 0 .0036 3.25 -6.35 -38.72 -93.60 10.61 73.03
4 0.0036 0 .0036 7.75 -6.35 -38.72 -93.60 25.30 174.14
5 0.0036 0.0036 3.25 1.62 9.88 23.88 10.61 73.03
CALCULO DEL INCREMENTO POR TORSION 3°PISO
Direccion X Direccion y
columnas
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 29/42
X Y ΔV1 ΔV2 ΔV1 ΔV2 Vx Vy 1X 22098 117.12 -629.08 -3864.3 -0.1885 -1.0456 22098 117.12 2X 22098 117.12 -237 -1455.9 -0.1885 -1.0456 22098 117.12 3X 22098 117.12 153.12 940.62 -0.1885 -1.0456 23039 117.12 4X 15420 96.302 372.27 2286.8 -0.5496 -3.048 17707 96.302 5X 24684 124.93 595.91 3660.6 7.75213 42.989 28344 42.989
6X 2310.9 42.425 16.012 98.362 2.29102 12.705 2409.2 12.705 7X 12738 87.453 -136.61 -839.2 6.33517 35.131 12738 35.1311y 132.5 12679 -7.1927 -44.184 -414.71 -2299.8 132.5 126792y 134.56 13053 -4.9944 -30.68 -426.94 -2367.6 134.56 130533y 139.02 13870 -2.7794 -17.074 -453.67 -2515.8 139.02 13870 4y 135.59 13241 -0.2573 -1.5806 -433.08 -2401.6 135.59 132415y 134.56 13053 2.0845 12.805 -426.94 -2367.6 147.36 130536y 134.56 13053 2.0845 12.805 382.05 2118.6 147.36 15172 7y 139.02 13870 -2.7794 -17.074 405.965 2251.3 139.02 161218y 134.56 13053 -4.9944 -30.68 382.05 2118.6 134.56 15172
9y 132.5 12679 -7.1927 -44.184 371.104 2057.9 132.5 2190.422y 78.948 4173.1 -1.237 -7.5985 397.575 2204.7 78.948 2283.7
1 564.99 428.41 -35.484 -217.97 31.4104 174.19 564.99 602.592 564.99 428.41 -31.319 -192.39 40.8148 226.34 564.99 654.743 564.99 428.41 -25.858 -158.84 40.8148 226.34 564.99 654.744 564.99 428.41 -16.084 -98.799 40.8148 226.34 564.99 654.745 564.99 428.41 3.9149 24.049 40.8148 226.34 589.04 654.74
Direccion y V DISE O
columnas
CALCULO DEL CORTANTE DE DISEÑO 1°PISO
Direccion X V TRASLACIONALMURO
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 30/42
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 31/42
0.44674 2.293565
0.42391 2.220522
0.4663 2.356174
0.16196 1.382261
0.16196 1.382261
0.4663 2.356174
0.42391 2.220522
0.08696 1.142261
0.08696 1.142261
0.08696 1.142261
0.08696 1.142261
0.08696 1.142261
0.08696 1.142261
2446.45736.44
5979.09
6168.99
(Kg/m)
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 32/42
0.44674 1.861565
0.42391 1.788522
0.4663 1.924174
0.16196 0.950261
0.16196 0.950261
0.4663 1.924174
0.42391 1.788522
0.08696 0.710261
0.08696 0.710261
0.08696 0.710261
0.08696 0.7102610.08696 0.710261
0.08696 0.710261
2446.4
5736.44
5979.09
6168.99
(Kg/m)
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 33/42
Muro L t h γm Peso X y P.X P.Y
1x 4.5 0.23 3 1800.0 5589.00 2.25 7.93 44320.77 44320.77
2x 4.5 0.23 3 1800.0 5589.00 2.25 11.95 12575.25 66788.55
3x 4.5 0.23 3 1800.0 5589.00 2.25 15.95 12575.25 89144.55
4x 3.7 0.23 3 1800.0 4595.40 1.97 19.85 9052.938 91218.69
5x 4.8 0.23 3 1800.0 5961.60 6.6 19.85 39346.56 118337.76
6x 1.63 0.23 3 1800.0 2024.46 6.05 15.95 12247.983 32290.137
7x 3.36 0.23 3 1800.0 4173.12 7.31 11.95 30505.5072 49868.784
1y 3.86 0.23 3 1800.0 4794.12 0.125 2.08 599.265 9971.7696
2y 3.92 0.23 3 1800.0 4868.64 0.125 5.97 608.58 29065.7808
3y 4.05 0.23 3 1800.0 5030.10 0.125 9.85 628.7625 49546.485
4y 3.95 0.23 3 1800.0 4905.90 0.125 13.95 613.2375 68437.3055y 3.92 0.23 3 1800.0 4868.64 0.125 17.89 608.58 87099.9696
6y 3.92 0.23 3 1800.0 4868.64 4.36 17.89 21227.2704 87099.9696
7y 4.05 0.23 3 1800.0 5030.10 4.36 9.85 21931.236 49546.485
8y 3.92 0.23 3 1800.0 4868.64 4.36 5.97 21227.2704 29065.7808
9y 3.86 0.23 3 1800.0 4794.12 4.36 2.08 20902.3632 9971.7696
22y 2.3 0.23 3 1800.0 2856.60 8.87 10.83 25338.042 30936.978
1 3 0.3 0.3 2400 648 7.37 0.15 4775.76 97.2
2 3 0.3 0.3 2400 648 8.87 1.82 5747.76 1179.36
3 3 0.3 0.3 2400 648 8.87 4.01 5747.76 2598.48
4 3 0.3 0.3 2400 648 8.87 7.93 5747.76 5138.64
5 3 0.3 0.3 2400 648 8.87 15.95 5747.76 10335.6
83647.08 302075.67 962060.81
3.61 Y.CG 11.5
TOTAL
columnas
CALCULO DEL CENTRO DE MASA PRIMER PISO
X.CG
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 34/42
Muro L t h γm Peso X y P.X P.Y
8x 3.76 0.23 2.4 1800.0 3735.94 1.88 19.85 7023.56 74158.33
9x 4.8 0.23 2.4 1800.0 4769.28 6.95 19.85 33146.50 94670.21
10x 2.67 0.23 2.4 1800.0 2652.91 1.46 15.8 3873.25 41916.01
11x 3.54 0.23 2.4 1800.0 3517.34 7.08 15.8 24902.80 55574.04
12x 3.31 0.23 2.4 1800.0 3288.82 1.62 11.97 5327.88 39367.13
13x 4.72 0.23 2.4 1800.0 4689.79 6.95 11.97 32594.05 56136.81
14x 3.43 0.23 2.4 1800.0 3408.05 7.08 4.01 24128.98 13666.27
10y 4.01 0.23 2.4 1800.0 3984.34 0.0125 2.35 49.80 9363.19
11y 1.83 0.23 2.4 1800.0 1818.29 0.0125 4.93 22.73 8964.16
12y 4.2 0.23 2.4 1800.0 4173.12 0.0125 9.8 52.16 40896.58
13y 3.95 0.23 2.4 1800.0 3924.72 0.0125 13.8 49.06 54161.1414y 3.62 0.23 2.4 1800.0 3596.83 0.0125 17.89 44.96 64347.32
15y 4.01 0.23 2.4 1800.0 3984.34 4.4 2.35 17531.08 9363.19
1 2.4 0.3 0.3 2400 518.4 7.45 0.15 3862.08 77.76
2 2.4 0.3 0.3 2400 518.4 8.85 1.82 4587.84 943.488
3 2.4 0.3 0.3 2400 518.4 4.4 7.93 2280.96 4110.912
2.4 0.3 0.3 2400 518.4 8.9 7.93 4613.76 4110.912
5 2.4 0.3 0.3 2400 518.4 4.4 15.9 2280.96 8242.56
50135.76 166372.41 580070.00
CALCULO DEL CENTRO DE MASA SEGUNDO Y TERCER PISO
TOTAL
columnas
X.CG 3.32 Y.CG 11.6
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 35/42
*El muro 5X y 3X se dividiran en 2 paños de 2.25 m para reducir el area de acero en ese paño
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 36/42
M 366607 182261.41 253514.7 69359.18 138497.42 d 34 34 34 34 34
AS 2.98 1.45 2.03 0.54 1.09a calculado 2.80 1.36 1.91 0.51 1.03a asumido 2.80 1.36 1.91 0.51 1.03 AS MIN 2.05 2.05 2.05 2.05 2.05 As Max 9.18 9.18 9.18 9.18 9.18
AS 2 Φ5/8 2 Φ1/2 2 Φ5/8 2 Φ1/2 2 Φ1/8
5202.31 4542.6 3900.75 3195.72
34 34 34 340.75 0.75 0.75 0.75
6936.41 6056.80 5201.00 4260.96
Φ
Vn
V
d
DISEÑO ESTRUCTURAL VIGAS
V101
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 37/42
M 718592 360159 798659 422201d 34 34 34 34
AS 6.11 2.92 6.87 3.45 a calculado 5.75 2.75 6.46 3.25 a asumido 5.75 2.75 6.46 3.25 As Max 9.18 9.18 9.18 9.18 AS MIN 2.05 2.05 2.05 2.05
AS 4 Φ5/8 2Φ5/8 4 Φ5/8 2Φ5/8
v 11126.77 11532.17 11867.4 12225.65 d 34 34 34 34Φ 0.75 0.75 0.75 0.75
V102
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 38/42
868865 M 878906 423176.7934 d 34 34
7.55 AS 7.65 3.46 7.10 a calculado 7.20 3.26 7.10 a asumido 7.20 3.26 9.18 As Max 9.18 9.18 2.05 AS MIN 2.05 2.05
4 Φ5/8 AS 4 Φ5/8 2Φ5/9
v 12555.8 12555.8 d 34 34Φ 0.75 0.75
V103
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 39/42
878906 34
7.65 7.20 7.20 9.18 2.05
4 Φ5/10
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 40/42
Muro Peso Propio
Sobrecimiento ᵚ t σ terreno Ancho Ancho
1x 2680.50 1027.5 370.8 3708.00 2.5 14.832 40
2x 5871.00 975 684.6 6846.00 2.5 27.384 40
3x 6085.50 1072.5 715.8 7158.00 2.5 28.632 40
4x 4545.50 372.5 491.8 4918.00 2.5 19.672 40
5x 4545.50 372.5 491.8 4918.00 2.5 19.672 40
6x 6085.50 1072.5 715.8 7158.00 2.5 28.632 40
7x 5871.00 975 684.6 6846.00 2.5 27.384 40
1y 4166.00 200 436.6 4366.00 2.5 17.464 402y 4166.00 200 436.6 4366.00 2.5 17.464 40
3y 4166.00 200 436.6 4366.00 2.5 17.464 40
4y 4166.00 200 436.6 4366.00 2.5 17.464 40
5y 4166.00 200 436.6 4366.00 2.5 17.464 40
6y 1682.00 200 188.2 1882.00 2.5 7.528 40
7y 1682.00 200 188.2 1882.00 2.5 7.528 40
8y 1682.00 200 188.2 1882.00 2.5 7.528 40
9y 4166.00 200 436.6 4366.00 2.5 17.464 40
22y 1682.00 200 188.2 1882.00 2.5 7.528 40
DISEÑO DE CIMIENTO CORRIDO
(Kg)
(Kg)
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 41/42
Vigas Peso Propio
Ancho
Tributario
Acabados y
Tabiqueria
V101 300 0.4 250 220 100 478
M 45238.32 21234.31 45238.32 21234.31 45238.32 d 14 14 14 14 14
AS 0.88 0.41 0.88 0.41 0.88 a calculado 0.83 0.38 0.83 0.38 0.83a asumido 0.83 0.38 0.83 0.38 0.83 AS MIN 0.85 0.85 0.85 0.85 0.85
As Max 9.18 9.18 9.18 9.18 9.18 AS 1Φ1/2 1Φ1/2 1Φ1/2 1Φ1/2 1Φ1/2
DISEÑO DE ALIGERADO
(Kg/m)
(Kg/m)
(Kg/m)
8/10/2019 Memoria de Calculo ALBAÑILERIA
http://slidepdf.com/reader/full/memoria-de-calculo-albanileria 42/42
Escalera t Peso Propio
Ancho
descanso
Acabados y
TabiqueriaDescanso 0.15 324 0.9 225 549 225 1151.1
Garganta 0.15 648 0.9 225 873 225 1604.7
ELLEMENT OS
M- M+
279809.513 840268.809
d 19 19 AS 4.01 12.85
a calculado 0.94 3.02 a asumido 1.05 3.40 AS MIN 4.50 4.50 As °C 4.50 4.50 AS/m 3Φ5/8 5Φ3/4
Escaleras
M/m
(Kg/m)
(Kg/m)
(Kg/m)