bajada de cargas proyecto de mamposterÍa-ricardo hdez rocha
Post on 03-Jun-2018
285 Views
Preview:
TRANSCRIPT
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
1/23
LONGUITUDAREA T. 1
DIRECCIONAREA T. PERIMETRAL AREA TRIBUTARIA TOTAL
MTS. M2 M2 M2 C.M (Kg) C.V (KG)
A 2-4 5.2 0 6.176 6.176 2458.048 617.6
A 4-7 4.65 0 5.166 5.166 2056.068 516.6B 2-4 3.47 0 7.685 7.685 3058.63 768.5B 4-4 1.73 0 2.882 2.882 1147.036 288.2B 4-4 1.05 0 1.102 1.102 438.596 110.2B 4-6 1.65 0 3.401 3.401 1353.598 340.1
B 6-7 1.95 0 1.895 1.895 754.21 189.5
D 4-6 1.65 0 1.876 1.876 746.648 187.6D 6-7 1.95 0 1.518 1.518 604.164 151.8E 2-4 3.47 0 3.008 3.008 1197.184 300.8E 4-4 2.78 0 1.934 1.934 769.732 193.4E 4-7 3.6 0 2.714 2.714 1080.172 271.42 A-B 3.67 0 3.37 3.37 1341.26 3372 B-E 4.3 0 4.447 4.447 1769.906 444.74 B-E 4.3 0 8.491 8.491 3379.418 849.14 A-B 3.67 0 6.74 6.74 7065.72 674
4 B-D 2.15 0 3.115 3.115 1239.77 311.54 D-E 2.14 0 3.177 3.177 1264.446 317.76 B-D 2.15 0 1.093 1.093 435.014 109.37 A-B 3.67 0 3.37 3.37 1341.26 3377 B-D 2.15 0 0 0 0 07 D-E 2.14 0 1.154 1.154 459.292 115.4
EJE TRAMOLOSA
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
2/23
CADENA TRABE CANCELERIA
KG KG ALTURAAREA SIN
VANOSAREA DE
VANOSAREA TOTAL ESPESOR PESO KG KG
280.8 0 2.2 11.44 0 11.44 0.15 3088.8
251.1 0 2.2 10.23 0 10.23 0.15 2762.1187.38 0 2.2 7.634 0 7.634 0.15 2061.1893.42 0 2.2 3.806 1.8 2.006 0.15 541.62 3556.7 0 2.2 2.31 1.8 0.51 0.15 137.7 3589.1 0 2.2 3.63 0 3.63 0.15 980.1
105.3 0 2.2 4.29 1.5 2.79 0.15 753.3 25
89.1 0 2.2 3.63 1.76 1.87 0.15 504.9105.3 0 2.2 4.29 0 4.29 0.15 1158.3
187.38 0 2.2 7.634 0 7.634 0.15 2061.18150.12 0 2.2 6.116 0 6.116 0.15 1651.32194.4 0 2.2 7.92 0 7.92 0.15 2138.4
198.18 0 2.2 8.074 2.16 5.914 0.15 1596.78 65232.2 0 2.2 9.46 2.16 7.3 0.15 1971 65232.2 0 2.2 9.46 1.8 7.66 0.15 2068.2 35
198.18 0 2.2 8.074 0 8.074 0.15 2179.98
116.1 0 2.2 4.73 1.33 3.4 0.15 918 30115.56 0 2.2 4.708 2.2 2.508 0.15 677.16116.1 0 2.2 4.73 0.35 4.38 0.15 1182.6 15
198.18 0 2.2 8.074 0 8.074 0.15 2179.98116.1 0 2.2 4.73 0 4.73 0.15 1277.1
115.56 0 2.2 4.708 0 4.708 0.15 1271.16
MURO
BAJADA DE CARGAS
PLANTA ALTA
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
3/23
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
4/23
LONGITUD DE VANO ENTRAMO
LONGITUD REAL DEMAMPOSTERIA
CARGA RESISTENTE FACTOR DE SEGURIDAD
CM CM PR FS
520 57798 8.97
465 51684.75 9.25347 38569.05 6.35
90 83 9225.45 4.3890 15 1667.25 2.14
165 18339.75 6.64
150 45 5001.75 2.74
80 85 9447.75 6.18195 21674.25 10.73347 38569.05 10.29278 30899.7 11.18360 40014 10.86
180 187 20785.05 5.87180 250 27787.5 6.2090 340 37791 5.76
367 40792.05 4.0370 145 16116.75 6.16
214 23786.1 10.0270 145 16116.75 8.67
367 40792.05 10.06215 23897.25 17.15214 23786.1 12.13
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
5/23
LONGUITUDAREA T. 1
DIRECCIONAREA T. PERIMETRAL AREA BAO ESCALERA AREA TRIBUTARIA TOTAL
MTS. M2 M2 M2 M2 M2
A 1-2 1.08 0 0 0
A 2-4 3.47 0 3.008 3.008
A 4-4 1.73 0 0 0
A 4-5 1.74 0 0 0
A 5-7 2.91 0 2.119 2.119
B 2-4 3.47 1.757 3.008 4.765B 4-4 1.73 0 1.383 1.383B 4-4 1.05 0 0.551 0.551B 4-5 0.69 0 0 0.237 0.237B 5-6 0.96 0 0.462 0.444 0.906
B 6-7 1.95 0 1.657 1.657
C 2-3 2.35 1.199 1.254 2.453
C 3-4 1.12 0.566 0 0.566
D 4-6 1.65 0.681 0.681 1.362
D 6-7 1.95 0 0 0D 2-3 2.35 0 2.512 2.512
E 2-3 2.35 0 1.258 1.258
E 3-4 1.12 0 0 0
E 4-4 2.78 0 1.934 1.934E 4-6 1.65 0 0.681 0.681E 6-7 1.95 0 0 0F 1-7 10.93 0 0 02 A-B 3.67 0 3.357 3.3572 B-C 1.01 0 0 02 C-D 1.64 0 0.67 0.672 D-E 1.65 0 0.681 0.6813 C-D 1.64 0.918 0.67 1.588
3 D-E 1.65 0.92 0.681 1.6014 A-B 3.67 3.177 3.357 6.5344 B-C 1.01 0 0.531 0.5314 C-E 3.29 1.838 3.533 5.3714 A-B 3.67 6.367 0 6.3674 B-D 2.15 0 2.023 1.093 3.1164 D-E 2.15 0 3.116 3.1165 A-B 3.67 3.19 3.223 6.4136 B-D 2.15 0 0 1.093 1.0936 D-E 2.15 0 1.093 1.048 1.0937 A-B 3.67 0 3.223 3.2237 B-D 2.15 0 0 07 D-E 2.15 0 0 2.409 07 E-F 1.47 0 0 0
EJE TRAMO
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
6/23
CADENA TRABE
C.M (Kg) C.V (KG) KG KG ALTURAAREA SIN
VANOSAREA DE
VANOSAREA TOTAL ESPESOR PESO KG
0 0 58.32 0 2.4 2.592 2.592 0.15 699.84
1239.296 511.36 187.38 0 2.4 8.328 8.328 0.15 2248.56
0 0 93.42 0 2.4 4.152 4.152 0.15 1121.04
0 0 93.96 0 2.4 4.176 4.176 0.15 1127.52
873.028 360.23 157.14 0 2.4 6.984 6.984 0.15 1885.68
1963.18 810.05 0 374.76 0 0 0 0.15 0569.796 235.11 0 186.84 0 0 0 0.15 0227.012 93.67 0 113.4 0 0 0 0.15 097.644 40.29 0 74.52 0 0 0 0.15 0
373.272 154.02 51.84 0 2.4 2.304 2.304 0.15 622.08
682.684 281.69 105.3 0 2.4 4.68 3.1 1.58 0.15 426.6
1010.636 417.01 126.9 0 2.4 5.64 5.64 0.15 1522.8
233.192 96.22 60.48 0 2.4 2.688 2.688 0.15 725.76
426.21066 231.54 0 178.2 0 0 0 0.15 0
0 0 105.3 0 2.4 4.68 4.68 0.15 1263.61034.944 427.04 126.9 0 2.4 5.64 5.64 0.15 1522.8
518.296 213.86 126.9 0 2.4 5.64 5.64 0.15 1522.8
0 0 60.48 0 2.4 2.688 2.688 0.15 725.76
796.808 328.78 150.12 0 2.4 6.672 1.8 4.872 0.15 1315.44280.572 115.77 89.1 0 2.4 3.96 3.96 0.15 1069.2
0 0 105.3 0 2.4 4.68 4.68 0.15 1263.60 0 590.22 0 2.4 26.232 26.232 0.15 7082.64
1383.084 570.69 198.18 0 2.4 8.808 2.16 6.648 0.15 1794.960 0 54.54 0 2.4 2.424 2.424 0.15 654.48
276.04 113.9 88.56 0 2.4 3.936 1.8 2.136 0.15 576.72280.572 115.77 89.1 0 2.4 3.96 0.35 3.61 0.15 974.7654.256 269.96 88.56 0 2.4 3.936 1.8 2.136 0.15 576.72659.612 272.17 89.1 0 2.4 3.96 1.33 2.63 0.15 710.1
2692.008 1110.78 198.18 0 2.4 8.808 8.808 0.15 2378.16218.772 90.27 54.54 0 2.4 2.424 1.8 0.624 0.15 168.48
2212.852 913.07 0 355.32 0 0 0 0.15 02623.204 1082.39 0 396.36 0 0 0 0.15 01366.86 529.72 0 232.2 0 0 0 0.15 0
1283.792 529.72 0 232.2 0 0 0 0.15 02642.156 1090.21 198.18 0 2.4 8.808 4.6 4.208 0.15 1136.16
233.74898 185.81 116.1 0 2.4 5.16 4 1.16 0.15 313.21004.55351 657.41 116.1 0 0 0 0 0.15 0
1327.876 547.91 198.18 0 2.4 8.808 8.808 0.15 2378.160 0 116.1 0 2.4 5.16 5.16 0.15 1393.2
1274.00588 1084.05 116.1 0 2.4 5.16 5.16 0.15 1393.20 0 79.38 0 2.4 3.528 3.528 0.15 952.56
BAJADA DE CARGAS
PLANTA BAJA
LOSA MURO
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
7/23
CANCELERIA CARGA TOTAL
KG C.M (KG) C.V (KG) C.M (KG) C.V (KG) CT (KG)
758.160 0 758.160 0 758.160
3675.236 511.36 7564.070 923.489 8487.560
1214.460 0 3153.274 205.471 3358.744
1221.480 0 3118.367 193.308 3311.676
2915.848 360.23 6088.229 683.522 6771.750
2337.940 810.05 7645.130 1578.550 9223.680756.636 235.11 2573.712 523.310 3097.022340.412 93.67 1008.408 203.870 1212.278172.164 40.29 1185.334 182.514 1367.848
1047.192 154.02 2456.820 351.896 2808.716
75 1289.584 281.69 2927.394 471.190 3398.584
2660.336 417.01 2660.336 417.010 3077.346
1019.432 96.22 1019.432 96.220 1115.652
604.411 231.54 1945.059 419.140 2364.199
1368.900 0 3236.664 151.800 3388.4642684.644 427.04 2684.644 427.040 3111.684
2167.996 213.86 4501.569026 417.572 4919.141
786.240 0 1898.410974 97.088 1995.499
35 2297.368 328.78 4868.540 522.180 5390.7201438.872 115.77 3003.151 240.162 3243.3131368.900 0 3217.593 147.008 3364.6027672.860 0 7672.860 0.000 7672.860
65 3441.224 570.69 6642.444 907.690 7550.134709.020 0 1657.505 104.453 1761.958
35 976.320 113.9 2516.434847 283.507 2799.94115 1359.372 115.77 2908.877791 286.411 3195.28835 1354.536 269.96 1354.536 269.960 1624.49625 1483.812 272.17 1483.812 272.170 1755.982
5268.348 1110.78 5268.348 1110.780 6379.12835 476.792 90.27 1819.110 289.710 2108.819
2568.172 913.07 6940.672 1562.730 8503.4033019.564 1082.39 12463.444 1756.390 14219.8341599.060 529.72 3902.930 841.220 4744.1501515.992 529.72 3573.158 847.420 4420.578
20 3996.496 1090.21 3996.496 1090.210 5086.70670 733.049 185.81 2481.763 295.110 2776.873
1120.654 657.41 1120.654 657.410 1778.0643904.216 547.91 7623.636 884.910 8508.5461509.300 0 2902.500 0.000 2902.5002783.306 1084.05 4629.318 1199.450 5828.7681031.940 0 1031.940 0.000 1031.940
CARGA ACUMULADA POR TRAMO CARGA ACUMULADA POR NIVEL
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
8/23
LONGITUD DE VANO ENTRAMO
LONGITUD REAL DEMAMPOSTERIA
CARGA RESISTENTEFACTOR DESEGURIDAD
CM CM PR (KG) FS
108.00 12004.2 15.83
347.00 38569.05 4.54
173.00 19228.95 5.73
174.00 19340.1 5.84
291.00 32344.65 4.78
347.00 38569.05 4.18173.00 19228.95 6.21105.00 11670.75 9.6369.00 7669.35 5.6196.00 10670.4 3.80
155 40.00 4446 1.31
235.00 26120.25 8.49
112.00 12448.8 11.16
165.00 18339.75 7.76
195.00 21674.25 6.40235.00 26120.25 8.39
235.00 26120.25 5.31
112.00 12448.8 6.24
90 188.00 20896.2 3.88165.00 18339.75 5.65195.00 21674.25 6.44
1093.00 121486.95 15.83180 187.00 20785.05 2.75
101.00 11226.15 6.3790 74.00 8225.1 2.9470 95.00 10559.25 3.3090 74.00 8225.1 5.06
70 95.00 10559.25 6.01367.00 40792.05 6.3990 11.00 1222.65 0.58
329.00 36568.35 4.30367.00 40792.05 2.87215.00 23897.25 5.04215.00 23897.25 5.41
230 137.00 15227.55 2.99200 15.00 1667.25 0.60
215.00 23897.25 13.44367.00 40792.05 4.79215.00 23897.25 8.23215.00 23897.25 4.10147.00 16339.05 15.83
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
9/23
AZOTEA ENTREPISO
IMPERMEABILIZANTE 30 KG/M2 LOSETA CERAPLANADO FINO 44 KG/M2 PEGAMENTOLOSA DE CONCRETO DE 10 CM 240 KG/M2 APLANADO FAPLANADO EN PLAFN 44 KG/M2 LOSA DE COSOBRECARGA DE REGLAMENTO 40 KG/M2 APLANADO E
SOBRECARGCARGA MUERTA C.M. 398 KG/M2CARGA VIVA C.V. 100 KG/M2
AREA DE TINACOS EN AZOTEA ENTREPISO(Considerando 2 tinacos de 1100 lts de capacidad)
LOSETA CERPESO DE TINACOS VACIOS 100 KG PEGAMENTOPESO DEL AGUA 2200 KG RELLENO COLOSA DE APOYO 873.6 KG LOSA DE COMURETES 1209.6 KG APLANADO E
SUMA 4383.2 KG SOBRECARG
NALISIS DE CARGAS EN LOSAS
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
10/23
ESCALERA (CONSIDERA1 ESCALN
MICA 22 KG/M2 LOSETA CERAMICA22 KG/M2 PEGAMENTO
INO 44 KG/M2 FORJADO DE ESCALN ENCRETO DE 10 CM 240 KG/M2
N PLAFN 44 KG/M2DE REGLAMENTO 40 KG/M2 MULTIPLICANDO POR 3 E
CARGA MUERTA C.M. 412 KG/M2 SUPERFICIE DE RAMPACARGA VIVA C.V. 170 KG/M2
RAMPAEN REA DE BAO APLANADO FINO
SOBRECARGA DE REGLAM MICA 22 KG/M2
22 KG/M2 CARGA MUEN TEPEZIL 120 KG/M2 CARGA VIVACRETO DE 10 CM 240 KG/M2
N PLAFN 44 KG/M2DE REGLAMENTO 40 KG/M2
CARGA MUERTA C.M. 488 KG/M2CARGA VIVA C.V. 170 KG/M2
DIVIDIENDO PESO DE ESCRAMPA
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
11/23
DO ANCHO DE RAMPA DE 1M)
10.34 KG9.9 KG
CONCRETO 50.4 KG
SUMA 70.64 KGSCALONES 211.92 KG
1.0345 M2
204.853 KG/M2
240 KG/M244 KG/M2
ENTO 40 KG/M2
TA C.M. 528.853 KG/M2 C.V. 450 KG/M2
LONES ENTRE
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
12/23
TRABE 1
Nivel Eje Tramo Longitud h calculada b calculada h prop1 B 4-5 3.47 0.247857143 0.123928571 30
d= 27.5 Varillascorrugadas
Dimetro(cm)
Fi= 0.9 No.2 0.64f'y= 4200 No.3 0.95z prop= 26 No.4 1.27
f'c= 250 No.5 1.59
No.6 1.91
No.7 2.22As= 2.59301 No.8 2.54a= 3.41668 No.9 2.87
z= 25.7917 < 26
As= 2.61396
a= 3.44428z= 25.7779 = 25.79166
No. Vs = 1.31648 = 2 Vs No.5
TRABE 2
Nivel Eje Tramo Longitud h calculada b calculada h prop1 4 A-B 3.67 0.262142857 0.131071429 30
d= 27.5Fi= 0.9f'y= 4200z prop= 26 W = 0f'c= 250 W= 0
Mmx= 0As= 2.59301 Mmx= 0a= 3.41668z= 25.7917 < 26
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
13/23
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
14/23
TRABE 4
Nivel Eje Tramo Longitud h calculada b calculada h prop1 D 4-6 1.65 0.117857143 0.058928571 30
d= 27.5Fi= 0.9
f'y= 4200z prop= 26 W = 0f'c= 250 W= 0
Mmx= 0As= 2.59301 Mmx= 0a= 3.41668z= 25.7917 < 26
Varillascorrugadas
Dimetro(cm)
As= 2.61396 No.2 0.64a= 3.44428 No.3 0.95z= 25.7779 = 25.79166 No.4 1.27
No.5 1.59No. Vs = 1.31648 = 2 Vs No.5 No.6 1.91
No.7 2.22No.8 2.54No.9 2.87
TRABE 5
Nivel Eje Tramo Longitud h calculada b calculada h prop1 4 C-E 3.29 0.235 0.1175 30
d= 27.5Fi= 0.9f'y= 4200z prop= 26 W = 0
f'c= 250 W= 0
Mmx= 0As= 2.59301 Mmx= 0a= 3.41668z= 25.7917 < 26
Varillascorrugadas
Dimetro(cm)
As= 2.61396 No.2 0.64a= 3.44428 No.3 0.95
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
15/23
z= 25.7779 = 25.79166 No.4 1.27No.5 1.59
No. Vs = 1.31648 = 2 Vs No.5 No.6 1.91No.7 2.22No.8 2.54No.9 2.87
TRABE 6
Nivel Eje Tramo Longitud h calculada b calculada h prop1 B 2-4 3.47 0.247857143 0.123928571 30
d= 27.5Fi= 0.9f'y= 4200z prop= 26 W = 0f'c= 250 W= 0
Mmx= 0As= 2.59301 Mmx= 0a= 3.41668z= 25.7917 < 26
Varillas
corrugadas
Dimetro
(cm)As= 2.61396 No.2 0.64a= 3.44428 No.3 0.95z= 25.7779 = 25.79166 No.4 1.27
No.5 1.59No. Vs = 1.31648 = 2 Vs No.5 No.6 1.91
No.7 2.22No.8 2.54No.9 2.87
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
16/23
b prop C.M. C.V. At LONGITUD CARGA15
rea 398 100 1.934 2.78
0.32170 0.237 0.690.708821.26677 Muro
1.98557 Entrepiso 412 170 1.934 2.78
2.86521 0.237 0.69
3.87076 Trabe5.067076.46925 SUMAS
FACTORES
W = 1693.172 kg/mW= 1.693172 ton/m
Mmx= 2.548415 t-mMmx= 254841.5 kg-cm
b prop15
kg/mton/m
t-mkg-cm
Azotea
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
17/23
rea
0.321699090.708821841.26676871.9855651
2.865211043.870756315.067074796.46924613
b prop15
kg/mton/m
t-m
kg-cm
rea
0.321699090.708821841.26676871.9855651
2.865211043.870756315.067074796.46924613
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
18/23
b prop15
kg/mton/m
t-mkg-cm
rea
0.321699090.708821841.26676871.9855651
2.865211043.870756315.067074796.46924613
b prop15
kg/m
ton/m
t-mkg-cm
rea
0.321699090.70882184
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
19/23
1.26676871.9855651
2.865211043.870756315.067074796.46924613
b prop15
kg/mton/m
t-mkg-cm
rea
0.321699090.708821841.26676871.9855651
2.865211043.870756315.067074796.46924613
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
20/23
C.M C.V.
7 69 .73 2 1 93 .4
94.326 69
2061.18
796.808 328.78
97.644 117.3
249.84
4069.53 708.48
1.2 1.4
4883.436 991.872
5875.308 C.T.
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
21/23
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
22/23
-
8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA
23/23
top related