generador 1

ACERO CIMENTACIN

OBRA: CASA MAYAPANUBICACIN: MAYAPAN N 136, COL. JARDINES DEL AJUSCO DELEG. TLALPANPROPIETARIO: ING. EDGAR MAURICIO MARTINEZ RUESGA

CONCEPTOEJESACERO LONGITUDINALACERO EN ESTRIBOS HORIZONTALESACERO EN ESTRIBOS HORIZONTALESPESO POR MLFECHA: 27/01/2014CANTPESONo. PESONo.VARLONGLONGNo.LONGEST @LONGNo.LONGEST @LONG3 (3/8")4 (1/2")5 (5/8")6 (3/4")7 (7/8")8 (1")10 (1 1/4")12 (1 1/2")PORELEMENTOSTOTALDIAMELEMPZATOTDIAMPZATOTDIAMPZATOT0.5460.9961.562.253.0343.9756.2258.938ELEMENTO0.00000000000.000.00 ZAPATA 16 D-F3104.141.0031.5522.0034.1031.0022.0022.0053.0253.02153.02 ZAPATA 17 A-I31019.75197.5031.55100.00155.0031.00100.00100.00247.07247.071247.07 ZAPATA 1D 1-931024.7247.0031.55125.00193.7531.00125.00125.00308.90308.901308.90 ZAPATA 1F 6-93108.5585.5031.5544.0068.2031.0044.0044.00107.94107.941107.94 0.000.00 ZAPATA 21 A-D3115.459.4031.5528.0043.4031.0037.0037.0076.3376.33176.33 ZAPATA 210 A-I31119.75217.2531.55100.00155.0031.00133.00133.00275.87275.871275.87 ZAPATA 2A 1-1031124.8272.8031.55125.00193.7531.00167.00167.00345.92345.921345.92 ZAPATA 2I 7-10311666.0031.5531.0048.0531.0041.0041.0084.6684.66184.66 0.000.000.00 ZAPATA 32 A--D385.443.2031.5537.0057.3531.4537.0053.6584.1984.19184.19 445.421.6021.513621.51121.51 ZAPATA 34 A--D385.443.2031.5537.0057.3531.4537.0053.6584.1984.19184.19 445.421.6021.513621.51121.51 ZAPATA 35 A--D385.443.2031.5537.0057.3531.4537.0053.6584.1984.19184.19 445.421.6021.513621.51121.51 ZAPATA 36 A--D385.443.2031.5537.0057.3531.4537.0053.6584.1984.19184.19 445.421.6021.513621.51121.51 0.000.00 ZAPATA 4H 7-10310660.0031.5541.0063.5567.4667.46167.46 44624.0041.8541.0075.8599.450699.45199.45 0.000.00 ZAPATA 59 A-D3105.454.0031.4528.0040.6030.9023.0020.7062.9562.95162.95 0.000.00 ZAPATA 61 D-I31013.85138.5031.5571.00110.0530.9071.0063.90170.60170.601170.60 ZAPATA 6I 1-731018.3183.0031.5593.00144.1530.9093.0083.70224.32224.321224.32

2361.80185.512,547.31TOTAL2,547.29

000000000.000.00 0

0000.000.00 # VarillaPeso % de desperdicioPeso Total# de varillas0000.000.00 32361.80102597.985392174185.5110204.055518

ACERO TRABES PB


CONCEPTOEJESACERO LONGITUDINALACERO EN ESTRIBOS ACERO EN BASTONESPESO POR MLFECHA: 27/01/2014CANTCANTPESONo. PESONo.VARLONGLONGNo.LONGEST @LONGNo.VARLONGLONG3 (3/8")4 (1/2")5 (5/8")6 (3/4")7 (7/8")8 (1")10 (1 1/4")12 (1 1/2")PORELEMENTOSTOTALDIAMELEMPZATOTDIAMPZATOTDIAMELEMPZATOT0.5460.9961.562.253.0343.9756.2258.938ELEMENTO0.00000000000.000.00 TRABE T1A 1-105625150.0031.18168.00198.24108.24234.00342.241342.24 TRABE T11 A-D565.533.0031.1838.0044.8424.4851.4875.96175.96 TRABE T1D 1-105625150.0031.18168.00198.24108.24234.00342.241342.24 TRABE T1F 6-10561060.0031.1868.0080.2443.8193.60137.411137.41

TRABE T22 A-D425.511.0031.4038.0053.2029.0510.9640.00140.00 555.527.5042.9042.90142.90 0.000.00 TRABE T33 B-D324.28.4030.8529.0024.6518.0518.05118.05 424.28.408.378.3718.37 524.28.4013.1013.10113.10 0.000.000.000.00 TRABE T44 A-D424.258.500.008.478.4718.47 565.533.0031.4038.0053.2029.0551.4880.53180.53

TRABE T55 A-D565.432.4031.4037.0051.8028.2850.5478.83178.83

TRABE T6-T66 A-F329.719.4031.4066.0092.4061.0461.04161.04 429.719.4019.3219.32119.32 529.719.4030.26

TRABE T76 A-D323.57.0030.8025.0020.0014.7414.74114.74 423.57.006.9726.9716.97 0.000.00 TRABE T87 A-F5109.696.0031.4065.0091.0049.69149.76199.451199.45 7 F-I4210.420.8031.4071.0099.4054.2720.716874.99174.99 5410.441.6064.9064.90164.90

TRABE T98 A-F469.6557.9030.8050.0040.0042.002.705.4021.8463.046884.89184.89 8 F-I4610.462.4030.8053.0042.4042.000.751.5023.1563.644486.79186.79 40.804.003.2032.000.751.500.823.18724.0114.01

TRABE T10F-I4610.462.4031.1053.0058.3042.000.751.5031.8363.644495.48195.48 41.104.004.4032.000.751.500.824.38245.2015.20 0.000.00 TRABE T119 A-F349.6538.6030.9050.0045.0032.001.352.7047.1247.12147.12 9 A-F469.6557.9051.001.031.0357.66841.6159.28159.28 9 F-I5410.441.6030.9053.0047.7051.001.301.3026.0466.9292.97192.97 32.001.302.601.421.4211.42

TRABE T1210 A-F549.6538.6031.2250.0061.0042.001.102.2033.312.191260.2295.71195.71

TRABE T12'10 F-I4210.420.8031.4053.0074.20421.282.5640.5123.2665663.78163.78 5410.441.6064.9064.90164.90

TRABE T13H 7-10416.156.1531.4042.0058.8032.106.1338.23138.23 566.1536.90521.53.000.0062.2462.24162.24

TRABE T14G 7-10466.1536.9031.1242.0047.0442.001.503.0025.6839.7465.42165.42

TRABE T15A 5-103413.152.4031.0289.0090.78421.182.3678.182.3580.53180.53 4213.126.20422.855.7031.7731.77131.77 421.152.302.292.2912.29 0.000.00 TRABE T16-T17B,C 1-54611.971.4031.0281.0082.62320.951.9046.1571.11117.261117.26 322.454.902.682.6812.68 421.53.002.992.9912.99 310.50.500.270.2710.27 0.000.000.000.00 *TRABE CR S.M.X344.116.408.958.9518.95

989.82512.211271.912,743.68TOTAL2,743.69

000000000.000.00 0*TOTAL DE ESTRIBOS DE 1/4" =((11.9+4.1)/.20)+1=81 ESTRIBOS# VarillaPeso % de desperdicioPeso Total# de varillas3989.82101088.79771914512.2110563.434212470001,132.650.00 51271.91101399.10628117*TRABE CR S.M. : TRABE DE CERRAMIENTO SOBRE MURO2773.943051.338202

ACERO TRABES N1


CONCEPTOEJESACERO LONGITUDINALACERO EN ESTRIBOS ACERO EN BASTONESPESO POR MLFECHA: 27/01/2014CANTPESONo. PESONo.VARLONGLONGNo.LONGEST @LONGNo.LONGEST @LONG3 (3/8")4 (1/2")5 (5/8")6 (3/4")7 (7/8")8 (1")10 (1 1/4")12 (1 1/2")PORELEMENTOSTOTALDIAMELEMPZATOTDIAMPZATOTDIAMPZATOT0.5460.9961.562.253.0343.9756.2258.938ELEMENTO0.00000000000.000.00 TRABE T182 A-D345.522.0031.0238.0038.7633.1733.17133.17 425.511.0010.9610.96110.96

TRABE T184 A-D345.522.0031.0238.0038.7633.1733.17133.17 425.511.000.0010.9610.96110.96

TRABE T186 A-F349.6538.6031.0266.0067.3257.8357.83157.83 429.6519.300.0019.2219.22119.22

TRABE T187 A-G3413.152.4031.0289.0090.7878.1878.18178.18 4213.126.200.0026.1026.10126.10

TRABE T188 A-C3413.152.4031.0289.0090.7878.1878.18178.18 4213.126.200.0026.1026.10126.10

TRABE T189 A-C3413.152.4031.0289.0090.7878.1878.18178.18 4213.126.200.0026.1026.10126.10

TRABE T18' 3 A-D343.514.0030.8025.0020.0018.5618.56118.56 423.57.000.006.976.9716.97

TRABE T18' G-I346.927.6030.8047.0037.6035.6035.60135.60 426.913.800.0013.7413.74113.74 0.000.00TRABE T195 A-D325.511.0031.0238.0038.7627.1727.17127.17 445.522.0021.9121.91121.91

TRABE T207 G-I356.934.5031.0247.0047.94321.252.5046.3846.38146.38 436.920.70421.563.1223.7223.72123.72 0.000.00 TRABE T2010 G-I356.934.5031.0247.0047.94321.252.5046.3846.38146.38 436.920.70421.563.1223.7223.72123.72

*TRABE CR S.M.X34118.5474.00258.80258.801258.80

*TRABE CR S.V.X3520100.0054.6054.60154.60 0.000.000.00

846.20209.500.001,055.70TOTAL1,055.70

000000000.000.00 0# VarillaPeso % de desperdicioPeso Total# de varillas*TOTAL DE ESTRIBOS DE 1/4" =((118.5+20)/.20)+1=694 ESTRIBOS3846.2010930.821892780.00 4209.5010230.448504200469.950.00

*TRABE CR S.M. : TRABE DE CERRAMIENTO SOBRE MURO*TRABE CR S.V. :TRABE DE CERRAMIENTO SOBRE VENTANA

ACERO TRABES N2


CONCEPTOEJESACERO LONGITUDINALACERO EN ESTRIBOS ACERO EN ESTRIBOS PESO POR MLFECHA: 27/01/2014CANTPESONo. PESONo.VARLONGLONGNo.LONGEST @LONGNo.LONGEST @LONG3 (3/8")4 (1/2")5 (5/8")6 (3/4")7 (7/8")8 (1")10 (1 1/4")12 (1 1/2")PORELEMENTOSTOTALDIAMELEMPZATOTDIAMPZATOTDIAMPZATOT0.5460.9961.562.253.0343.9756.2258.938ELEMENTO0.00000000000.000.00 *TRABE CR S.M.X3425100.0054.6054.60154.60

*TRABE CR S.V.X352.110.505.735.7315.73 0.00

60.330.000.0060.33TOTAL60.33

000000000.000.00 0*TOTAL DE ESTRIBOS DE 1/4" =((25+2.1)/.20)+1=137 ESTRIBOS# VarillaPeso % de desperdicioPeso Total# de varillas360.331066.366360.00 40.0010000.00

*TRABE CR S.M. : TRABE DE CERRAMIENTO SOBRE MURO*TRABE CR S.V. :TRABE DE CERRAMIENTO SOBRE VENTANA

ACERO LOSAS


CONCEPTOEJESACERO LONGITUDINALACERO EN ESTRIBOS ACERO EN ESTRIBOS PESO POR MLFECHA: 27/01/2014CANTPESONo. PESONo.VARLONGLONGNo.LONGEST @LONGNo.LONGEST @LONG3 (3/8")4 (1/2")5 (5/8")6 (3/4")7 (7/8")8 (1")10 (1 1/4")12 (1 1/2")PORELEMENTOSTOTALDIAMELEMPZATOTDIAMPZATOTDIAMPZATOT0.5460.9961.562.253.0343.9756.2258.938ELEMENTO0.00000000000.000.00 LOSA PB 6*20 mtsXX31346804.00438.98438.981438.98 YY34020800.00436.80436.801436.80

LOSA PB 5.5*18.8 mtsXX33718.8695.60379.80379.801379.80 YY31265.5693.00378.38378.381378.38

LOSA N1 6*20 mtsXX31346804.00438.98438.981438.98 YY34020800.00436.80436.801436.80

LOSA N1 5.5*18.8 mtsXX33718.8695.60379.80379.801379.80 YY31265.5693.00378.38378.381378.38

LOSA N2 1.85*2.17 mtsXX3353.85134.7573.5773.57173.57 YY3265.25136.5074.5374.53174.53

LOSA N2 1.85*2.17 mtsXX3133.342.9023.4223.42123.42 YY3221.8540.7022.2222.22122.22 0.000.00

0.000.00 0.000.00 0.000.00

0.000.00

0.000.00 0.000.000.00

0.000.003,461.67TOTAL3,461.66

000000000.000.00 0

0.00 0.00

ACERO MUROS Y CASTILLOS


CONCEPTOEJESACERO LONGITUDINALACERO EN ESTRIBOS ACERO EN ESTRIBOS PESO POR MLFECHA: 27/01/2014CANTPESONo. PESONo.VARLONGLONGNo.LONGEST @LONGNo.LONGEST @LONG3 (3/8")4 (1/2")5 (5/8")6 (3/4")7 (7/8")8 (1")10 (1 1/4")12 (1 1/2")PORELEMENTOSTOTALDIAMELEMPZATOTDIAMPZATOTDIAMPZATOT0.5460.9961.562.253.0343.9756.2258.938ELEMENTO0.00000000000.000.00 M1XXX4202.550.0032.6014.0036.4019.8749.8069.676418.05 0.000.0000.00 M2XXX4102.525.0031.4514.0020.3011.0824.9035.986215.90

M3XXX4122.530.0031.4514.0020.3011.0829.8840.96281.93

K1 PBXXX342.510.0030.5518.009.9010.8710.8732347.69

K2 PBXXX362.515.0031.0218.0018.3618.2118.219163.93

K1 N1XXX342.811.2030.5520.0011.0012.1212.1242509.09

K2 N1XXX362.816.8031.0520.0021.0020.6420.6410206.39

K1 N2XXX34312.0030.5521.0011.5512.8612.8614180.02

0.000.00

116.74104.580.00221.32TOTAL2,123.00 1615.04507.96000000000.000.00 0

0.00 # VarillaPeso % de desperdicioPeso Total# de varillas0.00 3719.5410791.494704664507.9610558.75647

# VarillaPeso % de desperdicioPeso Total# de varillas3715.4810787.026246640.0000

# VarillaPeso % de desperdicioPeso Total# de varillas3180.0210198.017821740.0000

2335.294764

CIMBRA MUROS CASTILLOS Y LOSAS


CONCEPTOEJES

LADOPIEZASLADO PIEZASALTURAM2# DE TOTALLARGOCORTOELEMENTOSM20.00M1XXX1.220.152.002.56.75640.500M2XXX0.620.152.002.53.75622.50

M3XXX0.620.152.002.53.7527.50

K1 PBXXX0.1520.152.002.51.503248.00

K2 PBXXX0.320.152.002.52.25920.25

K1 N1XXX0.1520.152.002.81.684270.56

K2 N1XXX0.320.152.002.82.521025.20138.7595.76K1 N2XXX0.1520.152.0031.801425.2025.20

259.71

CONCEPTOEJES

LADOPIEZASLADO PIEZASM2# DE TOTALLARGOCORTOELEMENTOSM20.00223.40LOSA PB 6*20 mtsXXX20161.00120.001120.00223.400.00026.41LOSA PB 5.5*18.8 mtsXXX18.815.51.00103.401103.400.00LOSA N1 6*20 mtsXXX20161.00120.001120.000.00LOSA N1 5.5*18.8 mtsXXX18.815.51.00103.401103.400.00LOSA N2 1.85*2.17 mtsXXX5.2513.851.0020.21120.210.00LOSA N2 1.85*2.17 mtsXXX3.3511.851.006.2016.20

473.21000000000.000.00 0

0.00 CIMBRA PBCIMBRA N1CIMBRA N200.00

CIMBRA CIMENTACIN


CONCEPTOEJESACERO LONGITUDINAL

LARGOALTO# CARASTOTALMLM20.00ZAPATA 16 D-F4.10.4523.69ZAPATA 17 A-I19.750.45217.78ZAPATA 1D 1-924.70.45222.23ZAPATA 1F 6-98.550.4527.70

ZAPATA 21 A-D5.40.5325.72ZAPATA 210 A-I19.750.53220.94ZAPATA 2A 1-1024.80.53226.29ZAPATA 2I 7-1060.5326.360.00ZAPATA 32 A--D5.40.455.413.120.00ZAPATA 34 A--D5.40.455.413.120.00ZAPATA 35 A--D5.40.455.413.120.00ZAPATA 36 A--D5.40.455.413.120.00ZAPATA 4H 7-1060.4614.400.00ZAPATA 59 A-D5.40.455.413.120.00ZAPATA 61 D-I13.850.5313.85101.67ZAPATA 6I 1-718.30.5313.85134.330.000.00TOTAL178.2426.70

000000000.000.00 0

0000.000.00 0000.000.00

CIMBRA TRABES


CONCEPTOEJESCIMBRA PBCONCEPTOEJESCIMBRA N1CONCEPTOEJESCIMBRA N2

LONGPERALTEANCHOTOTALLONGPERALTEANCHOTOTALLONGPERALTEANCHOTOTALPZAM2PZAM2PZAM20.000.000.000.00 TRABE T1A 1-10250.5025.00TRABE T182 A-D5.50.40.154.40TRABE T11 A-D5.50.505.500.00TRABE T1D 1-10250.5025.000.00TRABE T1F 6-10100.5010.00TRABE T184 A-D5.50.40.154.400.000.00TRABE T22 A-D5.50.50.256.880.000.00TRABE T186 A-F9.650.40.157.72TRABE T33 B-D4.20.30.153.150.000.000.00TRABE T44 A-D4.250.50.255.31TRABE T187 A-G13.10.40.1510.480.00TRABE T55 A-D5.40.50.256.750.000.00TRABE T188 A-C13.10.40.1510.48TRABE T6-T66 A-F9.70.59.700.000.000.00TRABE T76 A-D3.50.30.152.63TRABE T189 A-C13.10.40.1510.480.000.00TRABE T87 A-F9.60.509.600.007 F-I10.40.50.2513.00TRABE T18' 3 A-D3.50.30.152.100.00TRABE T98 A-F9.650.30.157.240.008 F-I10.40.30.157.80TRABE T18' G-I6.90.30.154.140.00TRABE T10F-I5.250.40.154.990.00TRABE T195 A-D5.50.40.154.40TRABE T119 A-F9.650.30.157.240.009 F-I10.40.30.157.800.000.00TRABE T207 G-I6.90.40.155.52TRABE T1210 A-F9.650.509.650.000.000.00TRABE T12'10 F-I10.40.50.2513.00TRABE T2010 G-I6.90.40.155.520.000.00TRABE T13H 7-106.150.50.257.690.000.00*TRABE CR S.M.X118.50.3171.10*TRABE CR S.M.X250.3115.00TRABE T14G 7-106.150.450.156.460.000.00*TRABE CR S.V.X200.3112.00*TRABE CR S.V.X2.40.311.44TRABE T15A 5-1013.10.40.1512.45

TRABE T16-T16' B,C 1-511.90.40.1511.31

*TRABE CR S.M.X4.10.316.56

224.68152.7416.44

00.000.00 0

000000.000.00

CONCRETO TRABES PB


CONCEPTOEJESACERO LONGITUDINALACERO EN ESTRIBOS VOLUMEN DE CONCRETOVOLUMEN OCUPADO DEL ACEROCANTNo.VARLONGLONGNo.LONGEST @LONGPERALTELONGANCHOVOLUMENVOLVOLUMEN3 (3/8")4 (1/2")5 (5/8")6 (3/4")7 (7/8")8 (1")10 (1 1/4")12 (1 1/2")DIAMELEMPZATOTDIAMPZATOTMTSMTSMTSM3ACEROTOT0.711.271.581.92.142.547.948.360.0000000000TRABE T1A 1-105625150.0031.40168.00235.200.5250.151.880.16701.710.1670TRABE T11 A-D565.533.0031.4038.0053.200.55.50.150.410.03780.370.0378TRABE T1D 1-105625150.0031.40168.00235.200.5250.151.880.16701.710.1670TRABE T1F 6-10561060.0031.4068.0095.200.5100.150.750.06760.680.06760.00000.00TRABE T22 A-D425.511.0031.4038.0053.200.55.50.250.690.05170.590.03780.0140555.527.500.04350.00000.04350.00000.00TRABE T33 B-D324.28.4031.2029.0034.800.34.20.150.190.03070.130.0307424.28.400.01070.0107524.28.400.01330.01330.000.000.000.00000.00TRABE T44 A-D424.258.500.54.250.250.530.01080.430.0108565.533.0031.4038.0053.205.50.08990.03780.05210.00000.000.00000.000.00000.00TRABE T55 A-D565.432.4031.5537.0057.350.55.40.250.680.09190.580.04070.05120.000.00000.00TRABE T6-T66 A-F329.719.4031.2066.0079.200.59.70.251.210.07001.090.0700429.719.400.000.02460.0246529.719.400.000.03070.03070.000.00000.00TRABE T76 A-D323.57.0031.5525.0038.750.33.50.150.160.02750.120.0275423.57.003.50.000.00890.00890.000.00000.00TRABE T87 A-F5109.696.0031.5565.00100.750.59.60.251.200.22320.980.07150.15177 F-I4210.420.8031.5571.00110.050.510.40.251.300.10461.130.07810.02645410.441.600.000.06570.06570.000.00000.00TRABE T98 A-F469.6557.9031.5550.0077.500.39.650.150.430.12860.310.05500.07358 F-I4610.462.4031.5553.0082.150.310.40.150.470.13760.330.05830.079231.284.005.120.000.00360.00360.000.00000.00TRABE T10F-I4610.462.4031.5553.0082.150.410.40.150.620.13760.480.05830.079231.284.005.120.000.00360.00360.000.00000.00TRABE T119 A-F349.6538.6031.5550.0077.500.39.650.150.430.08240.280.08249 A-F469.6557.900.000.07350.07359 F-I5410.441.6031.5553.0082.150.3510.40.150.550.12410.420.05830.06570.000.00000.000.000.00000.00TRABE T1210 A-F549.6538.6031.5550.0077.500.59.650.150.720.11600.610.05500.06100.000.00000.00TRABE T12'10 F-I4210.420.8031.5553.0082.150.510.40.251.300.08471.150.05830.02645410.441.600.000.06570.06570.000.00000.00TRABE T13H 7-10416.156.1531.4042.0058.800.56.150.250.770.04960.660.04170.0078566.1536.900.000.05830.05830.000.00000.00TRABE T14G 7-10466.1536.9031.4042.0058.800.456.150.150.420.08860.330.04170.04690.000.00000.00TRABE T15A 5-103413.152.4031.4089.00124.600.413.10.150.790.12570.630.12574213.126.200.000.03330.03330.000.00000.000.000.00000.00TRABE T16-T17B,C 1-54611.971.4031.2081.0097.200.411.90.150.710.15970.550.06900.09070.000.00000.000.000.00000.000.000.00000.000.000.000.000.000.00*TRABE CR S.M.X344.116.400.34.10.150.180.010.170.0116

TOTAL18.262.8215.44000000000.000.00 0*TOTAL DE ESTRIBOS DE 1/4" =((11.9+4.1)/.20)+1=81 ESTRIBOSVOL PAR.VOLVOL TOT.CONCRETOACEROCONCRETO000000.000.00 18.262.8215.44*TRABE CR S.M. : TRABE DE CERRAMIENTO SOBRE MURO

CONCRETO TRABES N1


CONCEPTOEJESACERO LONGITUDINALACERO EN ESTRIBOS VOLUMEN DE CONCRETOVOLUMEN OCUPADO DEL ACEROCANTNo.VARLONGLONGNo.LONGEST @LONGPERALTELONGANCHOVOLUMENVOLVOLUMEN3 (3/8")4 (1/2")5 (5/8")6 (3/4")7 (7/8")8 (1")10 (1 1/4")12 (1 1/2")DIAMELEMPZATOTDIAMPZATOTMTSPZAMTSM3ACEROTOT0.711.271.581.92.142.547.948.360.0000000000TRABE T182 A-D345.522.0031.4038.0053.200.45.50.150.330.05340.260.0534425.511.000.45.50.150.330.01400.00000.0140

TRABE T184 A-D345.522.0031.4038.0053.200.45.50.150.330.05340.260.0534425.511.000.45.50.150.01400.00000.0140

TRABE T186 A-F349.6538.6031.4066.0092.400.49.650.150.580.09300.460.0930429.6519.300.49.650.150.02450.00000.0245

TRABE T187 A-G3413.152.4031.4089.00124.600.413.10.150.790.12570.630.12574213.126.200.413.10.150.03330.00000.03330.000.0000TRABE T188 A-C3413.152.4031.4089.00124.600.413.10.150.790.12570.630.12574213.126.200.413.10.150.03330.00000.03330.0000TRABE T189 A-C3413.152.4031.4089.00124.600.413.10.150.790.12570.630.12574213.126.200.413.10.150.03330.00000.0333

TRABE T18' 3 A-D343.514.0031.4025.0035.000.33.50.150.160.03480.110.0348423.57.000.33.50.150.00890.00000.00890.000.0000TRABE T18' G-I346.927.6031.4047.0065.800.36.90.150.310.06630.230.0663426.913.800.36.90.150.01750.00000.0175

TRABE T195 A-D325.511.0031.1038.0041.800.45.50.150.330.03750.260.0375445.522.000.45.50.150.02790.00000.0279

TRABE T207 G-I356.934.5031.1047.0051.700.46.90.150.410.06120.330.0612436.920.700.46.90.150.02630.00000.02630.000.0000TRABE T2010 G-I356.934.5031.1047.0051.700.46.90.150.410.06120.330.0612436.920.700.46.90.150.02630.00000.02630.000.0000*TRABE CR S.M.X34118.5474.000.4118.50.157.110.33656.770.3365

*TRABE CR S.V.X3520100.000.3200.150.900.07100.830.07100.000.00000.00000.0000

0.00000.0000

0.00000.0000

0.0000

TOTAL13.561.5011.73000000000.000.00 0*TOTAL DE ESTRIBOS DE 1/4" =((11.9+4.1)/.20)+1=81 ESTRIBOSVOL PAR.VOLVOL TOT.CONCRETOACEROCONCRETO000000.000.00 13.561.5011.73*TRABE CR S.M. : TRABE DE CERRAMIENTO SOBRE MURO

CONCRETO TRABES N2


CONCEPTOEJESACERO LONGITUDINALACERO EN ESTRIBOS VOLUMEN DE CONCRETOVOLUMEN OCUPADO DEL ACEROCANTNo.VARLONGLONGNo.LONGEST @LONGPERALTELONGANCHOVOLUMENVOLVOLUMEN3 (3/8")4 (1/2")5 (5/8")6 (3/4")7 (7/8")8 (1")10 (1 1/4")12 (1 1/2")DIAMELEMPZATOTDIAMPZATOTMTSPZAMTSM3ACEROTOT0.711.271.581.92.142.547.948.360.0000000000*TRABE CR S.M.X3425100.000.3250.151.130.07101.050.07100.0000*TRABE CR S.V.X352.110.500.32.10.150.090.00750.090.00750.00000.00000.0000

0.00000.0000

0.00000.0000

0.0000

TOTAL1.220.081.14000000000.000.00 0*TOTAL DE ESTRIBOS DE 1/4" =((11.9+4.1)/.20)+1=81 ESTRIBOS

000000.000.00 VOL PAR.VOLVOL TOT.*TRABE CR S.M. : TRABE DE CERRAMIENTO SOBRE MUROCONCRETOACEROCONCRETO1.220.081.14

CONCRETO EN LOSAS


CONCEPTOEJESACERO LONGITUDINALAREAS TOTALES DE AUTOCADACERO EN ESTRIBOS AREASCANTNo.VARLONGLONGAREA ESPESORVOLUMENVOL ACEROVOL. TOTALNo.LONGEST @LONG3 (3/8")4 (1/2")5 (5/8")6 (3/4")7 (7/8")8 (1")10 (1 1/4")12 (1 1/2")DIAMELEMPZATOTM2DIAMPZATOT0.711.271.581.92.142.547.948.360.0000000000LOSA PB 6*20 mtsXX31346804.000.5708YY34020800.000.5680

LOSA PB 5.5*18.8 mtsXX33718.8695.600.4939YY31265.5693.000.4920

LOSA N1 6*20 mtsXX31346804.000.5708YY34020800.000.5680

LOSA N1 5.5*18.8 mtsXX33718.8695.600.4939YY31265.5693.000.4920

LOSA N2 1.85*2.17 mtsXX3353.85134.750.0957YY3265.25136.500.0969

LOSA N2 1.85*2.17 mtsXX3133.342.900.0305YY3221.8540.700.0289

LOSA PB211.570.1021.162.124719.03

LOSA N1204.850.1020.492.124718.36

LOSA N226.690.102.670.25192.42

0.00

0.000.00

000000000

CONCRETO MUROS Y CASTILLOS


CONCEPTOEJESACERO LONGITUDINALACERO EN ESTRIBOS VOLUMEN DE CONCRETOPESO POR MLCANTNo.VARLONGLONGNo.LONGEST @LONGANCHOLARGOALTURAVOLUMEN#VOLVOLVOL3 (3/8")4 (1/2")5 (5/8")6 (3/4")7 (7/8")8 (1")10 (1 1/4")12 (1 1/2")DIAMELEMPZATOTDIAMPZATOTMTSMTSMTSM3ELEMENTOSPARCIALACEROTOTAL0.711.271.581.92.142.547.948.360.0000000000M1XXX4202.550.0032.5014.0035.000.151.202.500.456.002.700.08842.610.02490.06350.00000.00M2XXX4102.525.0031.5014.0021.000.150.602.500.236.001.350.04671.300.01490.03180.00000.00M3XXX4122.530.0031.5014.0021.000.150.602.500.232.000.450.05300.400.01490.03810.00000.00K1 PBXXX342.510.0030.6018.0010.800.150.152.500.0632.001.800.01481.790.01480.00000.000.0000K2 PBXXX362.515.0030.8518.0015.300.150.302.500.119.001.010.02150.990.02150.00000.000.0000K1 N1XXX342.811.2030.6020.0012.000.150.152.800.0642.002.650.01652.630.01650.00000.000.0000K2 N1XXX362.816.8030.8520.0017.000.150.302.800.1310.001.260.02401.240.02400.00000.000.0000K1 N2XXX34312.0030.6021.0012.600.150.153.000.0714.000.950.01750.930.0175

0.0012.160.2811.88000000000

0VOL PARVOLVOL TOTCONCRETOACEROCONCRETO7.310.227.09

VOL PARVOLVOL TOTCONCRETOACEROCONCRETO3.910.043.87

VOL PARVOLVOL TOTCONCRETOACEROCONCRETO0.950.020.93

12.16

CONCRETO CIMENTACIN


CONCEPTOEJESACERO LONGITUDINALACERO EN ESTRIBOS HORIZONTALESACERO EN ESTRIBOS HORIZONTALESVOLUMEN DE CONCRETOPESO POR MLCANTNo.VARLONGLONGNo.LONGEST @LONGNo.LONGEST @LONGAREA AREALONGITUDVOLUMENAREAVOLUMEN3 (3/8")4 (1/2")5 (5/8")6 (3/4")7 (7/8")8 (1")10 (1 1/4")12 (1 1/2")DIAMELEMPZATOTDIAMPZATOTDIAMPZATOTBASEDADOPARCIALACEROTOTAL0.711.271.581.92.142.547.948.360.0000000000ZAPATA 16 D-F3104.141.0031.5522.0034.1031.0022.0022.000.160.094.100.990.06890.930.0689ZAPATA 17 A-I31019.75197.5031.55100.00155.0031.00100.00100.000.160.0919.754.790.32134.470.3213ZAPATA 1D 1-931024.7247.0031.55125.00193.7531.00125.00125.000.160.0924.705.990.40175.590.4017ZAPATA 1F 6-93108.5585.5031.5544.0068.2031.0044.0044.000.160.098.552.070.14041.930.14040.00ZAPATA 21 A-D3115.459.4031.5528.0043.4031.0037.0037.000.160.095.401.310.09931.210.0993ZAPATA 210 A-I31119.75217.2531.55100.00155.0031.00133.00133.000.160.0919.754.790.35874.430.3587ZAPATA 2A 1-1031124.8272.8031.55125.00193.7531.00167.00167.000.160.0924.806.010.44985.560.4498ZAPATA 2I 7-10311666.0031.5531.0048.0531.0041.0041.000.160.096.001.460.11011.340.11010.000ZAPATA 32 A--D385.443.2031.5537.0057.3531.4537.0053.650.210.095.401.590.13691.460.1095445.421.600.000.0274ZAPATA 34 A--D385.443.2031.5537.0057.3531.4537.0053.650.210.095.401.590.13691.460.1095445.421.600.000.0274ZAPATA 35 A--D385.443.2031.5537.0057.3531.4537.0053.650.210.095.401.590.13691.460.1095445.421.600.000.0274ZAPATA 36 A--D385.443.2031.5537.0057.3531.4537.0053.650.210.095.401.590.13691.460.1095445.421.600.000.02740.00ZAPATA 4H 7-10310660.0031.5541.0063.550.340.086.002.480.21452.260.087744624.0041.8541.0075.850.000.12680.00ZAPATA 59 A-D3105.454.0031.5528.0043.4030.9023.0020.700.110.095.401.030.08390.940.08390.00ZAPATA 61 D-I31013.85138.5031.5571.00110.0530.9071.0063.900.080.1013.852.350.22182.130.2218ZAPATA 6I 1-731018.3183.0031.5593.00144.1530.9093.0083.700.080.1018.303.110.29172.820.2917

42.753.3139.44000000000.000.00 0VOL PARVOLVOL TOTLONGCONCRETOACEROCONCRETOTOT0000.000.00 42.753.3139.440000.000.00

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