Arqutectura diseño estructural

Niveles de la construcción | 1 |
Resistencia del terreno tipo 1 | 20T/ m² |
Peso total del entre piso | 800Kgm2 |

Calculo de zapatas aisladas
columna 1,8, 10
area tributaria=b(h)=3.5(3.75)=13.125
W entrepiso =13.125800Kgm2=10500
W cimentacion=10.50T1=10.50
Area zapata =10.50(1.4)20=0.735 m²
Base=.735=.85.85≈11

columna 2,5
area tributaria=bh=3.53.75+(3.755)=31.875
W entrepiso=31.875800Kgm2=25500
W cimentacion =25.50T1=25.50
Area zapata =25.50(1.4)20=1.785 m²
Base=1.785=1.331.33≈1.51.5

columna C-1
area tributaria=b(h)=4.90(7.45)=36.50
W entrepiso =36.50800Kgm2=2920
W cimentacion =29.20 T1=29.20
Area zapata =29.20(1.4)20=2.04 m²
Base=2.04=1.421.42≈1.501.50

columna3,7,9
area tributaria=bh=3.5*3.75+(3.50*3.75)=26.25
W entrepiso =26.25800Kgm2=21000
Wcimentacion =21 T1=21
Area zapata =211.420=1.47 m²
Base=1.47=1.211.21≈1.51.5

columna 4
area tributaria=bh=3.50*3.40+(3.75*7)=38.15
W entrepiso =18.15800Kgm2=30520
W cimentacion =30.52 T1=30.52
Area zapata =30.52(1.4)20=2.13 m²
Base=2.13=1.461.46≈1.501.50

columna 6
area tributaria=bh=3.75(5)=18.75
W entrepiso =18.75800Kgm2=15000
W cimentacion =15 T1=15
Area zapata =15(1.4)20=1.05m²Base=1.05=1.021.02≈11

Zona de Servicios: Predimencionamiento
TS-1
ancho tributario=3.5
W=800(3.5)=2800Kgm
M=2800(3.20)²2=14336 kg*m
b=143361003541/3=21.71≈25(50)

TS-2
ancho tributario=1.7
W=800(1.7)=1360Kgm
M=1360(7)²8=8330 kg*m
b=83301003541/3=18.20≈20(40)

TS-3
ancho tributario=1.175
W=800(1.175)=940Kgm
M=940(12.20)²8=17488.7 kg*m
b=17488.71003541/3=23.24≈25(50)

TS-4ancho tributario=6.10
W=800(6.10)=4880Kgm
M=4880(9.7)²8=13474.9 kg*m
b=13474.91003541/3=21.27≈25(50)

TP-1
ancho tributario=3.50
W=800(3.50)=2800Kgm
M=2800(7.10)²10=14114.80 kg*m
b=14114.801003541/3=21.60≈25(50)

TP-2
ancho tributario=3.75
W=800(3.75)=3000Kgm
M=3000(6.60)²10=13068 kg*m
b=130681003541/3=21.05≈25(50)

TP-3
ancho tributario=9.60
W=800(9.60)=7680KgmM=7680(6.9)²10=38714.88 kg*m
b=38714.881003541/3=30.44≈35(70)

TP-4
ancho tributario=1.70
W=800(1.70)=1360Kgm
M=1360(6.60)²10=5924.16 kg*m
b=5924.161003541/3=16.17≈20(40)

TS-1
ancho tributario=7
W=800(7)=5600Kgm
M=5600(7.30)²8=37303 kg*m
b=373031003541/3=29.86≈30(60)

TS-2
ancho tributario=7.50
W=800(7.50)=6000Kgm
M=6000(6.80)²8=34680 kg*m
b=346801003541/3=29.15≈30(60)

TP-1
anchotributario=3.75
W=800(3.75)=3000Kgm
M=3000(6.60)²10=13068 kg*m
b=130681003541/3=21.05≈25(50)

TP-2
ancho tributario=3.75
W=800(3.75)=3000Kgm
M=3000(6.60)²10=13068 kg*m
b=130681003541/3=21.05≈25(50)

TP-3
ancho tributario=7.50
W=800(7.50)=6000Kgm
M=6000(6.60)²10=26136 kg*m
b=261361003541/3=26.52≈30(60)

TP-4
ancho tributario=4.25
W=800(4.25)=3400Kgm
M=3400(7.10)²10=17139.40 kg*mb=17139.401003541/3=23.04≈25(50)

TP-2
ancho tributario=2.6
W=800(2.6)=2080Kgm
M=2080(9.8)²10=19976.32 kg*m
b=19976.321003541/3=24.25≈25(50)

TS-3
ancho tributario=0.75
W=800(0.75)=600Kgm
M=600(7.50)²8=4218.75 kg*m
b=4218.751003541/3=14.44≈15(30)

TS-4
ancho tributario=3.75
W=800(3.75)=3000Kgm
M=3000(1.30)²10=25.35 kg*m
b=25.351003541/3=12.18≈15(30)

NP-1
anchotributario=2.525
W=800(2.525)=2020Kgm
M=3260(4.40)²10=3910.72 kg*m
b=3910.721003541/3=14.08≈15(30)

NP-2
ancho tributario=1.15
W=800(1.15)=960Kgm
M=960(5.20)²10=2487.68 kg*m
b=2487.681003541/3=12.11≈15(30)

NP-3
ancho tributario=3.50
W=800(3.50)=2800Kgm
M=2800(5.40)²10=8160.80 kg*m
b=8164.81003541/3=18≈20(40)

NP-4
ancho tributario=3.75
W=800(3.75)=3000Kgm
M=3000(4.60)²10=6348 kg*mb=63481003541/3=16.55≈20(40)

Área de foro: Calculo de zapatas aisladas
columna A-1
area tributaria=bh=3*2.63+(4*2.6)=18.29
W entrepiso =18.29800Kgm2=14632
W cimentacion=14.63T1=14.63
Area zapata =14.63(1.4)20=1.02 m²
Base=1.02=1.011.01≈1.101.10

columna A-2
area tributaria=bh=5.05*2.63+(4.05*2.6)=23.81
W entrepiso =23.81800Kgm2=19048
W cimentacion=19.04T1=19.04
Area zapata...