calculos cargas1

PLANTA BAJA

COLUMNA TIPO

C1 3.84 1870.84C2 7.68 1870.84C3 7.68 1870.84C4 9.91 1870.84C5 19.83 1870.84C6 19.83 1870.84C7 10.68 1870.84C8 21.67 1870.84C9 21.67 1870.84

C10 8.46 1870.84C11 10.93 1870.84C12 10.93 1870.84C13 17.39 1870.84C14 4.90 1870.84C15 6.47 1870.84C16 6.47 1870.84C17 9.8 1870.84

PLANTA 1

COLUMNA TIPO

C1 3.84 1870.84C2 7.68 1870.84C3 7.68 1870.84C4 9.91 1870.84C5 19.83 1870.84C6 19.83 1870.84C7 10.83 1870.84C8 21.67 1870.84C9 21.67 1870.84

C10 8.69 1870.84C11 13.13 1870.84C12 13.13 1870.84C13 17.39 1870.84C14 4.90 1870.84C15 7.40 1870.84C16 7.40 1870.84C17 9.8 1870.84

PLANTA 2

AREA APORTE (m²) CARGA MUERTA TOTAL LOSA (Kg/m²)


COLUMNA TIPO

C1 3.84 1870.84C2 7.68 1870.84C3 7.68 1870.84C4 9.91 1870.84C5 19.83 1870.84C6 19.83 1870.84C7 10.83 1870.84C8 21.67 1870.84C9 21.67 1870.84

C10 8.69 1870.84C11 13.13 1870.84C12 13.13 1870.84C13 17.39 1870.84C14 4.90 1870.84C15 7.40 1870.84C16 7.40 1870.84C17 9.8 1870.84

PLANTA 3

COLUMNA TIPO

C1 3.84 478C2 7.68 478C3 7.68 478C4 9.91 478C5 19.83 478C6 19.83 478C7 10.83 478C8 21.67 478C9 21.67 478

C10 8.69 478C11 13.13 478C12 13.13 478C13 17.39 478C14 4.90 478C15 7.40 478C16 7.40 478C17 9.8 478


AREA APORTE (m²) CARGA MUERTA LOSA (Kg/m²)

478 7184.03 1835.52 9019.55478 14368.05 3671.04 18039.09478 14368.05 3671.04 18039.09478 18540.02 4736.98 23277.00478 37098.76 9478.74 46577.50478 37098.76 9478.74 46577.50478 19980.57 5176.74 25157.31478 40541.10 10358.26 50899.36478 40541.10 10358.26 50899.36478 15827.31 4153.82 19981.13478 20448.28 6276.14 26724.42478 20448.28 6276.14 26724.42478 32533.91 8312.42 40846.33478 9167.12 2342.20 11509.32478 12094.98 3537.20 15632.18478 12094.98 3537.20 15632.18478 18334.23 4684.40 23018.63

478 7184.03 1835.52 9019.55478 14368.05 3671.04 18039.09478 14368.05 3671.04 18039.09478 18540.02 4736.98 23277.00478 37098.76 9478.74 46577.50478 37098.76 9478.74 46577.50478 20261.20 5176.74 25437.94478 40541.10 10358.26 50899.36478 40541.10 10358.26 50899.36478 16257.60 4153.82 20411.42478 24564.13 6276.14 30840.27478 24564.13 6276.14 30840.27478 32533.91 8312.42 40846.33478 9167.12 2342.20 11509.32478 13844.22 3537.20 17381.42478 13844.22 3537.20 17381.42478 18334.23 4684.40 23018.63

CARGA MUERTA LOSA (Kg/m²)

CARGA SOBRE COLUMNA (Kg)

CARGA SOBRE COLUMNA (Kg) 3ra

PLANTA

CARGA SOBRE COLUMNA (Kg) 2da

PLANTA




PLANTA


PLANTA

478 7184.03 1835.52 9019.55478 14368.05 3671.04 18039.09478 14368.05 3671.04 18039.09478 18540.02 4736.98 23277.00478 37098.76 9478.74 46577.50478 37098.76 9478.74 46577.50478 20261.20 5176.74 25437.94478 40541.10 10358.26 50899.36478 40541.10 10358.26 50899.36478 16257.60 4153.82 20411.42478 24564.13 6276.14 30840.27478 24564.13 6276.14 30840.27478 32533.91 8312.42 40846.33478 9167.12 2342.20 11509.32478 13844.22 3537.20 17381.42478 13844.22 3537.20 17381.42478 18334.23 4684.40 23018.63

1835.523671.043671.044736.989478.749478.745176.74

10358.2610358.264153.826276.146276.148312.422342.203537.203537.204684.40




PLANTA


PLANTA

CARGA SOBRE COLUMNA (Kg) 3ra PLANTA

16203.57 23387.6032407.14 46775.1932407.14 46775.1941817.03 60357.0583676.25 120775.0183676.25 120775.0145137.88 65118.4591440.47 131981.5791440.47 131981.5735808.43 51635.7447172.70 67620.9847172.70 67620.9873380.24 105914.1420676.43 29843.5527727.16 39822.1427727.16 39822.1441352.86 59687.10

16203.5732407.1432407.1441817.0383676.2583676.2545699.1391440.4791440.4736669.0255404.4055404.4073380.2420676.4331225.6331225.6341352.86


PLANTA


PLANTA BAJA


PLANTA

PLANTA BAJA

COLUMNA TIPO

C1 3.84 1870.84C2 7.68 1870.84C3 7.68 1870.84C4 9.91 1870.84C5 19.83 1870.84C6 19.83 1870.84C7 10.68 1870.84C8 21.67 1870.84C9 21.67 1870.84

C10 8.46 1870.84C11 10.93 1870.84C12 10.93 1870.84C13 17.39 1870.84C14 4.90 1870.84C15 6.47 1870.84C16 6.47 1870.84C17 9.8 1870.84

RESISTENCIA A LA COMPRESION DEL H° (F´c) ESFUERZO DE FLUENCIA DEL ACERO (Fy)FACTOR DE REDUCCION DE CAPACIDAD DE CARGA A COMPRESIÓN

PLANTA BAJA

COLUMNA TIPO

C1 30 x 30 900C2 30 x 30 900C3 30 x 30 900C4 30 x 30 900C5 30 x 30 900C6 30 x 30 900C7 30 x 30 900


MEDIDA (B x H) EN cm

AREA GEOMETRICA (AG) EN cm²

C8 30 x 30 900C9 30 x 30 900

C10 30 x 30 900C11 30 x 30 900C12 30 x 30 900C13 30 x 30 900C14 30 x 30 900C15 30 x 30 900C16 30 x 30 900C17 30 x 30 900

478 7184.03 1835.52 9019.55478 14368.05 3671.04 18039.09478 14368.05 3671.04 18039.09478 18540.02 4736.98 23277.00478 37098.76 9478.74 46577.50478 37098.76 9478.74 46577.50478 19980.57 5176.74 25157.31478 40541.10 10358.26 50899.36478 40541.10 10358.26 50899.36478 15827.31 4153.82 19981.13478 20448.28 6276.14 26724.42478 20448.28 6276.14 26724.42478 32533.91 8312.42 40846.33478 9167.12 2342.20 11509.32478 12094.98 3537.20 15632.18478 12094.98 3537.20 15632.18478 18334.23 4684.40 23018.63

210 Kg/cm² BASE4200 Kg/cm² 30

0.7

23387.60 -29.5627090104972 0.03446775.19 -19.1776373421431 0.02246775.19 -19.177637342143160357.05 -13.1467233264063 0.017

120775.01 13.6813784835083120775.01 13.681378483508365118.45 -11.0324623008472 0.014




3ra PLANTA


2da PLANTA

Pu = CARGA SOBRE COLUMNA (Kg)

AREA DEL ACERO (AS) EN cm²

NÚMERO DE VARILLAS

CUANTIA ( δ ) = As/Ag

8 φ 224 φ 25

4 φ 224 φ 224 φ 224 φ 20

131981.57 18.6575586579279 0.022131981.57 18.657558657927951635.74 -17.0193516989041 0.02267620.98 -9.92123425871654 0.01167620.98 -9.92123425871654

105914.14 7.08253086090834 0.01129843.55 -26.6959965187119 0.03339822.14 -22.2650833022504 0.02539822.14 -22.2650833022504 0.02559687.10 -13.4442123585727 0.017

4 φ 254 φ 254 φ 254 φ 184 φ 184 φ 186 φ 256 φ 226 φ 22

4 φ 22

16203.57 23387.6032407.14 46775.1932407.14 46775.1941817.03 60357.0583676.25 120775.0183676.25 120775.0145137.88 65118.4591440.47 131981.5791440.47 131981.5735808.43 51635.7447172.70 67620.9847172.70 67620.9873380.24 105914.1420676.43 29843.5527727.16 39822.1427727.16 39822.1441352.86 59687.10

ALTURA30

4444444


PLANTA


PLANTA BAJA

RECUBRIMIENTO DE HORMIGON EN cm

4444444444

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