metrado de columnas

Mecnica de Suelos II

Mecnica de Suelos II

Tema: Metrado de Cargas

Curso:Mecnica de Suelos II

Profesora:Ing. Jorge Martnez

METRADO DE COLUMNAS

COLUMNA A-1VIGA PRINCIPALancholongitudalturavolumenpisosTOTAL

0.41.9250.550.423562.541

VIGA SECUNDARIAancholongitudalturavolumenpisosTOTAL

0.410.550.2261.32

LOSA ALIGERADAancholongitudreapisosTOTAL

11.9251.925611.55

COLUMNAancholongitudalturavolumen

0.40.418.652.984

TABIQUERAancholongitudalturavolumenTOTAL

5.46975

Mezzanine0.152.9252.050.8994375

2 piso0.152.9252.61.14075

3 piso0.152.9252.61.14075

adicional 3 piso0.0251.050.60.01575

resta de 3 piso0.0250.250.350.0021875

4 piso0.152.9252.61.14075

adicional 4 piso0.0251.052.950.0774375

resta 4 piso0.0250.250.350.0021875

azotea0.152.9252.250.9871875

adicional azotea0.0251.052.60.06825

resta de azotea0.0250.250.350.0021875

adicional superior0.0251.20.20.006

CARGA MUERTArea / volumenfactorcarga

1. Viga Principal2.54124006098.4

2. Viga Secundaria1.3224003168

3. Losa Aligerada11.553003465

4. Piso + Cielo raso11.551001155

5. Tabiquera5.4697513007110.675

6. Columna2.98424007161.6

TOTAL28158.675

CARGA VIVArea / volumenfactorpisoscarga

1. Sobrecarga azotea1.9251001192.5

2. Sobrecarga pisos inferiores1.92525041925

TOTAL2117.5

CARGA SUBTOTAL30276.175

CARGA ZAPATA3027.6175

CARGA TOTAL33303.792533.3 ton33 TON

COLUMNA B-1VIGA PRINCIPALancholongitudalturavolumenpisosTOTAL

0.41.9250.550.423562.541


0.410.550.2263.399

0.42.050.550.4514

0.41.250.550.2751


11.9251.925625.12125

1.251.9252.406255

0.81.9251.541


0.40.418.652.984


Mezzanine0.1512.050.30757.474125

2 piso0.155.82.62.262

adicional 2 piso0.152.0252.250.6834375

resta de 2 piso0.150.40.350.021

3 piso0.153.2252.61.25775

adicional 3 piso0.1520.90.27

4 piso0.153.2252.61.25775

adicional 4 piso0.1520.90.27

azotea0.152.4252.250.8184375

adicional azotea0.15210.3

adicional azotea'0.150.1752.60.06825



2. Viga Secundaria3.39924008157.6

3. Losa Aligerada25.121253007536.375

4. Piso + Cielo raso25.121251002512.125

5. Tabiquera7.47412513009716.363

6. Columna2.98424007161.6

7. Escalera Metlica200

TOTAL41382.4625



2. Sobrecarga pisos inferiores4.3312525033248.4

3. Sobrecarga Mezzanine1.9252501481.25

1.542501385

TOTAL4547.8125



CARGA TOTAL50523.302550.5251 TON

COLUMNA C-1

VIGA PRINCIPALancholongitudalturavolumenpisosTOTAL

0.41.9250.550.423541.694


0.43.350.550.73742.948


1.31.9252.5025413.95625

2.051.9253.946251


0.40.415.852.536


4.99575

1 piso0.153.354.72.36175

2 piso0.153.3752.61.31625

adicional 2 piso0.151.90.750.21375

3 piso0.153.3752.61.31625

adicional 3 piso0.151.90.750.21375

4 piso0.152.9252.61.14075

adicional 4 piso0.151.90.750.21375

azotea0.153.87510.58125




3. Losa Aligerada13.956253004186.875

4. Piso + Cielo raso13.956251001395.625

5. Tabiquera4.9957513006494.475

6. Columna2.53624006086.4

TOTAL29304.175




3.946252501986.56

TOTAL3113.6875




COLUMNA A-2


1 piso - azotea0.44.150.550.91354.9885

Mezzanine0.41.9250.550.42351


0.410.550.2261.32


11.9251.925616.685

11.21.24

12.2252.2251

resta de losa0.70.90.633

ESCALERArealongitudvolumengradassubtotalTOTAL

2 piso0.06761.250.084530.25351.0939

0.008710.008710.0087

0.051.250.062510.0625

0.017910.017910.0179

0.00480.250.001210.0012

3 piso0.3438

4 piso0.3438

azotea0.051.250.062510.0625


Mezzanine0.152.9252.050.899437511.30775

2 piso0.154.152.61.6185

3 piso0.155.152.62.0085

adicional 3 piso0.151.252.950.553125

resta de 3 piso0.150.90.40.054

adicional 3 piso'0.1251.050.60.07875

adicional 3 piso''0.150.70.60.063

adicional 3 piso'''0.70.90.10.063

4 piso0.155.152.62.0085

adicional 4 piso0.151.952.950.862875

resta de 4 piso0.150.90.50.0675

adicional 4 piso'0.1251.052.950.3871875

azotea0.155.152.251.738125


resta de azotea0.150.90.50.0675

adicional azotea '0.1251.052.80.3675

adicional azotea ''0.150.9750.20.02925


0.40.418.652.984


1. Viga Principal4.9885240011972.4

2. Viga Secundaria1.3224003168

3. Losa Aligerada16.6853005005.5

4. Piso + Cielo raso16.6851001668.5

5. Tabiquera11.307750130014700.075

6. Columna2.98424007161.6

7. Escalera1.093924002625.36

TOTAL46301.43500





4. Sobrecarga losa 1 y 2 piso3.12525021562.5

TOTAL2917



CARGA TOTAL54140.27850054.1454 TON

COLUMNA B-2


0.44.150.550.91354.9885

0.41.9250.550.42351


0.43.050.550.67143.124

0.410.550.222


Mezzanine1.925156.2183

2-4 piso11.46193

azotea7.05631

12.85131

ESCALERArealongitudvolumengradassubtotalTOTAL

2 piso10.06761.250.084530.25351.0939

20.008710.008710.0087

30.051.250.062510.0625

40.017910.017910.0179

50.00480.250.001210.0012

3 piso0.3438

4 piso0.3438

azotea0.051.250.062510.0625


Mezzanine0.1512.050.307513.1246475

2 piso0.152.3252.60.90675

adicional 2 piso0.154.052.951.792125

resta de 2 piso'0.150.81.40.168

resta de 2 piso ''0.151.7750.50.133125

3 piso0.154.52.61.755

adicional 3 piso0.155.2212.952.3102925

resta de 3 piso0.150.6250.50.046875

4 piso0.154.52.61.755

adicional 4 piso0.155.2212.952.3102925

resta de 4 piso0.150.6250.50.046875

azotea0.153.3752.251.1390625


adicional azotea '0.150.810.12


0.40.418.652.984


1. Viga Principal4.9885240011972.4


3. Losa Aligerada56.218330016865.49

4. Piso + Cielo raso56.21831005621.83

5. Tabiquera13.1246475130017062.0418

6. Columna2.98424007161.6

7. Escalera1.093924002625.36

TOTAL68806.32175



2. Sobrecarga 2-4 piso11.461925025730.95


4. sobrecarga 1 piso12.851325013212.825

TOTAL10571.215



CARGA TOTAL87315.29042587.3287 TON

COLUMNA C-2


0.44.150.550.91343.652


0.43.350.550.73742.948


1 piso13.9025154.2261

2-4 piso13.44123


0.40.415.852.536


12.441

2 piso0.155.652.62.2035

adicional 2 piso0.153.92.951.72575

resta de 2 piso0.150.81.40.168

3 piso0.155.652.62.2035

adicional 3 piso0.154.652.952.057625

resta de 3 piso0.151.3750.50.103125

4 piso0.155.652.62.2035

adicional 4 piso0.154.652.952.057625

resta de 4 piso0.151.3750.50.103125

azotea0.152.42510.36375




3. Losa Aligerada54.226130016267.83

4. Piso + Cielo raso54.22611005422.61

5. Tabiquera12.441130016173.3

6. Columna2.53624006086.4

TOTAL59790.14000



2. Sobrecarga 2-4 piso13.441225026720.6

3. Sobrecarga 1 piso13.902525013475.625

TOTAL11540.345




COLUMNA E-3CARGA MUERTAancho (m)largo (m)rea (m2)altura (m)peso espec.(kg/m3)# de pisoscarga

Columnas0.40.40.1615.95240016124.8

Viga principal0.40.910.3640.55240041921.92

Viga secundaria0.49380.55240042607.264

Losa aligerada6.915830048298.96

Piso + cielo raso6.915810042766.32

Tabiquera

2,3 y 4 piso0.150.770.11552.6135031216.215

0.150.140.0212.2513503191.3625

0.42960.9135031565.892

0.150.250.03752.613503394.875

0.151.650.24752.95135032957.00625

5 piso0.151.310.1965113501265.275

0.42961.213501695.952

TOTAL29005.8418

CARGA VIVAreafactor# de pisoscarga

s/c azotea6.91581001691.58

s/c entrepisos6.915825035186.85

TOTAL5878.43




COLUMNA D-4

CARGA MUERTAancho (m)largo (m)rea (m2)altura (m)peso espec.(kg/m3)# de pisoscarga

Columnas0.40.40.1615.95240016124.8

Viga secundaria0.40.9850.3940.55240042080.32

0.47810.55240042524.368

Losa aligerada6.817830048181.36

Piso + cielo raso6.817810042727.12

Tabiquera

2,3 y 4 piso0.17652.6135031858.545

0.33692.95135034025.11275

0.42960.9135031565.892

5 piso0.151.3850.20775113501280.4625

0.42961.213501695.952

TOTAL30063.9323

CARGA VIVAreafactor# de pisoscarga

s/c azotea6.81781001681.78

s/c entrepisos6.817825035113.35

TOTAL5795.13




Pgina 1

metrado de columnas

Documents

adicional azotea0

adicional superior0

viga principal2

carga total33303

carga total50523

carga zapata4593

carga zapata3027

carga subtotal45930