BAJADA DE CARGAS PROYECTO DE MAMPOSTERÍA-RICARDO HDEZ ROCHA

8/12/2019 BAJADA DE CARGAS PROYECTO DE MAMPOSTERA-RICARDO HDEZ ROCHA

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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


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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


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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


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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


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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


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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


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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


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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


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


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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


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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


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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


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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


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


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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


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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


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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


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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.


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BAJADA DE CARGAS PROYECTO DE MAMPOSTERÍA-RICARDO HDEZ ROCHA

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Transcript of BAJADA DE CARGAS PROYECTO DE MAMPOSTERÍA-RICARDO HDEZ ROCHA