predimensionamiento losa masiza

f'c 250

TABLERO bd

1 2 4 2

10

analisis de cargas

analisis muro divisorio

//

4.49

5.39

0.83factor 1.615

h 2.5

Elemento/materialespesor(m)

tabique rojo recocido 1500 1aplomado 1500 1

peso propio (carga muerta)

Wm(adicional muro) 0

kg/cm2

a1(m) a2(m)a1(m)

dprel(cm)=

a2

a1

a2

relacion(m=a1/a2)

peso volumetrico (kg/m3)

volumen(m3)

superficie(m2)

Elemento/materialespesor(m)

Impermeabilizante 15 1 0.05losa de concreto reforzado 2400 1 0.1

NTC criterios y acciones - - -peso propio (carga muerta)

adicional(muro divisorio)

carga de servicio

factor de carga380.75 1.5 571.125

tablero a1 a2 A11 3.5 4 3.062 4 4.49 43 3.51 4 3.084 4 4 45 3.5 4.5 3.066 4.49 4.5 5.047 3.51 4.5 3.088 4 4.5 49 3.5 5.39 3.06

10 4.49 5.39 5.0411 3.51 5.39 3.0812 4 5.39 413 2.61 3.5 1.714 2.61 4.49 1.715 2.34 2.61 1.3716 2.61 4 1.7

trabe eje tramo SUBTRAMO

T-1 1 A-E A-BB-C

12

CDDE

peso volumetrico (kg/m3)

volumen(m3)

superficie(m2)

carga vivamax(NTC criterios y acciones)

carga de servicio(kg/m2) carga ultima de diseño(kg/m2)

T-2 2 A-E A-BB-C

12

CDDE

T-3 3 A-E A-B

B-C1

2

CD

DE

predimensionamiento losa masiza

bd perimetro(cm)

2 5 10 1500 10

analisis de cargas

analisis muro divisorio

000

1,25a1(m) 1,25a2(m) dprel(cm)a2(m)

peso propio (kg/m2)

0.75240

40280.75

0

100380.75

A2 peso A1 (kg) peso A2 (kg)3.94 1165.095 1500.1554.98 1523 1896.1353.94 1172.71 1500.155

4 1523 15234.81 1165.095 1831.40755.06 1918.98 1926.5954.82 1172.71 1835.215

5 1523 1903.756.37 1165.095 2425.37757.06 1918.98 2688.0956.38 1172.71 2429.1856.78 1523 2581.4852.86 647.275 1088.9454.16 647.275 1583.921.68 521.6275 639.663.52 647.275 1340.24

LONGITUD LADO TRIBUTARIO LADO TRIBUTARIOAREAS TRIBUTARIASa1 a2 A1 A2

3.5 3.5 4 1 3.06 3.940 0

4.49 4 4.49 0 4 4.983.51 3.51 4 1 3.08 3.94

4 4 4 1 4 43.5 3.5 4 1 3.06 3.94

peso propio (kg/m2)

0 03.5 3.5 4.5 1 3.06 4.81

0 04.49 4.49 4.5 1 5.04 5.063.51 3.51 4.5 1 3.08 4.82

4 4 4.5 1 4 53.5 3.5 4.5 1 3.06 4.81

0 03.5 3.5 5.39 1 3.06 6.373.5 2.61 3.5 0 1.7 2.86

0 04.49 4.49 5.39 1 5.04 7.064.49 2.61 4.49 0 1.7 4.163.51 3.51 5.39 1 3.08 6.38

4 4 5.39 1 4 6.782.34 2.34 2.61 1 1.37 1.68

4 4 5.39 1 4 6.784 2.61 4 1 1.7 3.52

3.5 3.5 5.39 1 3.06 6.373.5 2.61 3.5 0 1.7 2.86

0 00 00 00 00 00 00 0000000000000000

carga de servicio(kg/m2) PESO kg/ml

380.75 2330.19 666380.75 0380.75 3792.27 845380.75 2345.42 668380.75 3046 762380.75 2330.19 666

380.75 0 #DIV/0!380.75 2330.19 666380.75 0 #DIV/0!380.75 3837.96 855380.75 2345.42 668380.75 3046 762380.75 2330.19 666380.75 0 #DIV/0!380.75 1165.095

1476380.75 1088.945380.75 0380.75 1918.98

2272380.75 1583.92380.75 1172.71 334380.75 0380.75 1523 381380.75 521.6275 223380.75 1523 381380.75 647.275 162380.75 1165.095 333380.75 1088.945 311

predimensionamiento losa masiza

f'c 250

TABLERO bd

1 3.5 4 12 4 4.49 03 3.51 4 14 4 4 15 3.5 4.5 06 4.49 4.5 07 3.51 4.5 08 4 4.5 09 3.5 5.39 0

10 4.49 5.39 011 3.51 5.39 012 4 5.39 013 2.61 3.5 114 2.61 4.49 015 2.34 2.61 116 2.61 4 0

11

analisis de cargas

analisis muro divisorio

//

4.49

5.39

0.83factor 1.615

h 2.5

Elemento/materialespesor(m)

tabique rojo recocido 1500 1 0.14aplomado 1500 1 0.04

peso propio (carga muerta)

Wm(adicional muro) 45

kg/cm2

a1(m) a2(m)a1(m)

dprel(cm)=

a2

a1

a2

relacion(m=a1/a2)

peso volumetrico (kg/m3)

volumen(m3)

superficie(m2)

Elemento/materialespesor(m)

losa de concreto reforzado 2400 1 0.11mortero de yeso 1500 1 0.03acabado piso - - -plafon de yeso 1500 1 0.02instalaciones - - -NTC criterios y acciones - - -

peso propio (carga muerta)adicional(muro divisorio)

carga de servicio

factor de carga769 1.4 1076.6

tablero a1 a2 A11 3.5 4 3.062 4 4.49 43 3.51 4 3.084 4 4 45 3.5 4.5 3.066 4.49 4.5 5.047 3.51 4.5 3.088 4 4.5 49 3.5 5.39 3.06

10 4.49 5.39 5.0411 3.51 5.39 3.0812 4 5.39 413 2.61 3.5 1.714 2.61 4.49 1.715 2.34 2.61 1.3716 2.61 4 1.7

b htrabe 25 50 cm

trabe eje tramo SUBTRAMO

T-1 1 A-E

A-BB-C

12

CDDE

peso volumetrico (kg/m3)

volumen(m3)

superficie(m2)

carga vivamax(NTC criterios y acciones)

carga de servicio(kg/m2) carga ultima de diseño(kg/m2)

T-1 1 A-E

T-2 2 A-E

A-BB-C

12

CDDE

T-3 3 A-E

A-B

B-C1

1'2

CD1

1'2

2'DE

b htrabe 25 50 cm

trabe eje tramo SUBTRAMO

T-A' 1 A-E

1-22-33-4AB

T-B' 2 A-E

1-2AB2-3

12

3-4AB

T-C' 3 A-E

1-22-33-4

T-C' 3 A-E ABB'

T-D'

4 A-E

1-22-33-4AB

predimensionamiento losa masiza

bd perimetro(cm)

1 4.375 5 1687.5 101 0 5.6125 1810.25 100 4.3875 0 1589.75 100 5 0 1700 101 0 5.625 1712.5 100 0 0 1798 100 0 0 1602 100 0 0 1700 101 0 6.7375 1912.75 110 0 0 1976 110 0 0 1780 100 0 0 1878 111 3.2625 4.375 1374.75 101 0 5.6125 1532.25 100 2.925 0 1048.5 101 0 5 1422 10

analisis de cargas

analisis muro divisorio

21060

270

1,25a1(m) 1,25a2(m) dprel(cm)a2(m)

peso propio (kg/m2)

2644560303540

47445

250769

A2 peso A1 (kg) peso A2 (kg)3.94 2353.14 3029.864.98 3076 3829.623.94 2368.52 3029.86

4 3076 30764.81 2353.14 3698.895.06 3875.76 3891.144.82 2368.52 3706.58

5 3076 38456.37 2353.14 4898.537.06 3875.76 5429.146.38 2368.52 4906.226.78 3076 5213.822.86 1307.3 2199.344.16 1307.3 3199.041.68 1053.53 1291.923.52 1307.3 2706.88

peso propio300 kg/ml

LONGITUD LADO TRIBUTARIO LADO TRIBUTARIOAREAS TRIBUTARIASa1 a2 A1 A2

3.5 3.5 4 1 3.06 3.94

4.49 4 4.49 0 4 4.983.51 3.51 4 1 3.08 3.94

4 4 4 1 4 43.5 3.5 4 1 3.06 3.94

peso propio (kg/m2)

3.5 3.5 4.5 1 3.06 4.81

4.49 4.49 4.5 1 5.04 5.063.51 3.51 4.5 1 3.08 4.82

4 4 4.5 1 4 53.5 3.5 4.5 1 3.06 4.81

3.53.5 5.39 1 3.06 6.37

2.61 3.5 0 1.7 2.86

4.494.49 5.39 1 5.04 7.062.61 4.49 0 1.7 4.16

3.51 3.51 5.39 1 3.08 6.38

44 5.39 1 4 6.78

2.34 2.61 1 1.37 1.68

44 5.39 1 4 6.78

2.61 4 1 1.7 3.52

3.53.5 5.39 1 3.06 6.37

2.61 3.5 0 1.7 2.86

peso propio 1 a1300 kg/ml 0 a2

LONGITUD LADO TRIBUTARIO LADO TRIBUTARIOAREAS TRIBUTARIASa1 a2 A1 A2

4 3.5 4 0 3.06 3.944.5 3.5 4.5 0 3.06 4.81

5.39 3.5 5.39 0 3.06 6.372.61 2.61 3.5 1 1.7 2.86

44 4.49 1 4 4.98

3.51 4 0 3.08 3.94

4.54.49 4.5 0 5.04 5.063.51 4.5 1 3.08 4.82

5.39 4 5.39 0 4 6.782.61 2.61 4 1 1.7 3.52

4 4 4 1 4 44.5 4 4.5 0 4 5

5.39 4 5.39 0 4 6.78

2.612.34 2.61 0 1.37 1.682.61 4 1 1.7 3.52

4 3.5 4 0 3.06 3.944.5 3.5 4.5 0 3.06 4.81

5.39 3.5 5.39 0 3.06 6.372.61 2.61 3.5 1 1.7 2.86

carga de servicio(kg/m2) PESO kg/ml kg/ml(prom) + peso trabe

769 4706.28 1345 1345 1645

769 7659.24 17061550

2006769 4737.04 1350 1650769 6152 1538 1538 1838769 4706.28 1345 1345 1645

769 4706.28 1345 1345 1645

769 7751.52 17261561

2026769 4737.04 1350 1650769 6152 1538 1538 1838769 4706.28 1345 1345 1645

769 2353.141301 1301 1601769 2199.34

769 3875.761576

11801876769 3199.04

769 2368.52 675 975

769 30761032

1064

1332769 1053.53769 3076

1096 1396769 1307.3769 2353.14

1301 1301 1601769 2199.34

carga de servicio(kg/m2) PESO kg/ml kg/ml(prom) + peso trabe

769 6059.72 1515 1515 1815769 7397.78 1644 1644 1944

769 9797.06 18181551

2118769 2614.6 1002 1302

769 30761526 1526 1826769 3029.86

769 3891.141391 1391 1691769 2368.52

769 10427.64 19351467

2235769 1307.3 501 801

769 6152 1538 1538 1838769 7690 1709 1709 2009

769 10427.64 1935

1628

2235769 1291.92

996 1296769 1307.3

769 6059.72 1515 1515 1815769 7397.78 1644 1644 1944

769 9797.06 18181551

2118769 2614.6 1002 1302