cimentacion casa bp

MURO 0.60X1CORTANTE EN 2 DIRECCIONESlado mayor 1 columna ingresarlado menor 0.2β 5λ 1√f'c 4.59d asumido 0.22b0Pu 6.78 ton/mØ 0.75Vc 9.04 0.09 MN

a) d 0.08 constante a b c1.09 4.37 0.87 -0.09

b) α col int 20d 0.06 a b c

9.15 0.92 -0.09

c) d 0.06 constante a b c1.52 6.06 1.21 -0.09

CORTANTE EN 1 DIRECCION

d 0.08 constante a b c0.78 6.25 0.62 -0.09

d mayor 0.08H diseño 0.15DISEÑO A FLEXION

qn 10 ton/m2BASE 1.2 mALTURA 1.2 mH ZAPATA 0.4d 0.33

ØM 0.96 ton/m

As min 9.9 cm2

Diseño a la flexión de un elemento dadof'c (Mpa) 21.1 φ = 0.9fy (Mpa) 420b (m) 0.2h (m) 0.3d' comp (m) 0.07d (m) 0.23φMn (KN-m) 12.7d' tracc (m) 0.05

β1 = 0.85

0.0214

0.0160

52.00 simplemente reforzada

0.00Armadura

armadura a tracción ρ = 0.0033As (cm2) = 1.52

As colocada (cm2) = 28.14

0.0612Chequeo "d" d (cm) = 23.00 ~ 23.00

armadura a compresion f's (Mpa) 0.00A's (cm2) = 0.00

A's colocada (cm2) = 8.61

0.02chequeo cuantias

cuantia max(ρ - ρ') = 0.0425 > 0.0160 bajar cuantias

cuantia min

0.0033 <= 0.0425 O.K.

ρb =

ρmax =

M1 tracc (KN-m) =

M2 comp (KN-m) =

ρ colocada =

ρ' colocada =

(ρ - ρ')min =

bajar cuantias

Story Pier Load Loc P V2 V3 TCUBIERTA X1 SERVICIO Bottom -9.81 1.3 0.1 -0.126CUBIERTA X2 SERVICIO Bottom -9.4 0.26 0.96 0.605CUBIERTA X3 SERVICIO Bottom -13.37 0.49 1.83 1.652CUBIERTA X4 SERVICIO Bottom -3.44 -0.4 0.08 -0.015CUBIERTA X5 SERVICIO Bottom -6.19 0.92 0 -0.001CUBIERTA X6 SERVICIO Bottom -9.91 -1.11 -0.28 -0.231CUBIERTA X7 SERVICIO Bottom -12.91 -2.43 -0.65 -0.314CUBIERTA X8 SERVICIO Bottom -6.91 0.35 0.05 0.009CUBIERTA X9 SERVICIO Bottom -9.29 -0.26 0.18 0.068CUBIERTA X10 SERVICIO Bottom -15.33 -2.11 0.35 0.342CUBIERTA X11 SERVICIO Bottom -6.9 3.48 -0.02 -0.024PISO1 X11 SERVICIO Bottom -6.4 2.38 0.03 -0.01CUBIERTA X12 SERVICIO Bottom -11.55 -1.11 -0.01 0CUBIERTA X13 SERVICIO Bottom -5.75 0.35 0.07 0.018CUBIERTA X14 SERVICIO Bottom -5.08 0.3 -0.32 -0.05CUBIERTA X15 SERVICIO Bottom -7.49 -0.37 0 -0.001CUBIERTA X16 SERVICIO Bottom -16.76 1.42 -5.4 0.666PISO1 X16 SERVICIO Bottom -30.82 1.15 -2.4 -0.049CUBIERTA X17 SERVICIO Bottom -10.44 -0.15 -1.42 0.105CUBIERTA X18 SERVICIO Bottom -8.83 -0.12 -0.08 -0.109CUBIERTA Y1 SERVICIO Bottom -11.7 -1.7 -0.01 -0.009CUBIERTA Y2 SERVICIO Bottom -2.17 -0.36 0.08 0.011CUBIERTA Y3 SERVICIO Bottom -6.03 -0.09 0.24 -0.074CUBIERTA Y4 SERVICIO Bottom -15.26 -1.61 -0.68 -0.458CUBIERTA Y5 SERVICIO Bottom -13.88 -3.58 -0.68 0.525PISO1 Y5 SERVICIO Bottom -11.92 -2.81 0.03 0.023CUBIERTA Y6 SERVICIO Bottom -1.58 -0.2 -0.11 -0.016CUBIERTA Y7 SERVICIO Bottom -5.54 0.22 -0.34 0.115CUBIERTA Y8 SERVICIO Bottom -5.2 -3.22 -0.17 -0.027CUBIERTA Y9 SERVICIO Bottom -6.28 3.48 -0.17 0.026CUBIERTA Y10 SERVICIO Bottom -4.39 0.17 0 0.003CUBIERTA Y11 SERVICIO Bottom -1.77 -0.38 -0.01 0CUBIERTA Y12 SERVICIO Bottom -10.54 0.18 1.59 -0.035CUBIERTA Y13 SERVICIO Bottom -4.8 0.68 -0.18 0.056CUBIERTA Y14 SERVICIO Bottom -12.75 0.21 -1.02 -0.189CUBIERTA Y15 SERVICIO Bottom -7.51 0.14 -0.22 -0.07CUBIERTA Y16 SERVICIO Bottom -2.22 0.03 -0.03 -0.004CUBIERTA Y17 SERVICIO Bottom -1.93 0.25 -0.03 0.004CUBIERTA Y18 SERVICIO Bottom -13.44 3.91 0.02 -0.006PISO1 X20 SERVICIO Bottom -3.38 -0.46 0 -0.002PISO1 X21 SERVICIO Bottom -6.47 2.34 -0.56 0.207PISO1 Y19 SERVICIO Bottom -5.61 -0.41 0 -0.003PISO1 Y20 SERVICIO Bottom -3.75 0 0 0CUBIERTA Y21 SERVICIO Bottom -2.66 -0.01 0.04 0.005PISO1 X19 SERVICIO Bottom -0.85 0.14 0 0CUBIERTA X22 SERVICIO Bottom -5.21 0.51 0.71 -0.237

M2 M3 L (m)0.106 2.745 4.80.961 2.461 3.81.824 5.097 50.081 -0.521 1

0 1.209 2.2-0.278 0.153 2.8-0.652 -0.382 2.90.048 0.657 2.20.182 0.47 2.80.345 1.789 3.750.001 6.13 2.20.023 1.366

-0.011 0.3190.071 0.358

-0.321 0.417-0.004 -0.272-7.202 3.256-2.082 -2.828-1.417 -0.6-0.083 -1.414-0.008 -0.23

0.08 -0.5060.24 -0.132

-0.674 0.095-0.654 -9.575

0.03 2.701-0.106 -0.284-0.338 0.229-0.174 -4.518-0.174 4.885-0.005 0.25-0.006 -0.5511.589 0.282

-0.179 0.828-1.017 1.163-0.222 0.318-0.033 0.052-0.034 0.3690.014 1.0630.004 -0.006

-0.489 1.3130.002 0.642

0 00.042 0.004

0 0.1550.708 0.498

MURO 1.2X1.2CORTANTE EN 2 DIRECCIONESlado mayor 0.2 columna ingresarlado menor 0.2β 1λ 1√f'c 4.59d asumido 0.22b0Pu 16.55 ton/mØ 0.75Vc 22.07 0.22 MN

a) d 0.13 constante a b c2.34 9.37 0.37 -0.22


9.15 0.31 -0.22

c) d 0.17 constante a b c1.52 6.06 0.24 -0.22


d 0.18 constante a b c0.78 6.25 0.12 -0.22



ØM 0.96 ton/m

As min 9.9 cm2

MURO 1X1CORTANTE EN 2 DIRECCIONESlado mayor 0.2 columna ingresarlado menor 0.2β 1λ 1√f'c 4.59d asumido 0.22b0Pu 11.3 ton/mØ 0.75Vc 15.07 0.15 MN

a) d 0.11 constante a b c2.34 9.37 0.37 -0.15


9.15 0.31 -0.15

c) d 0.14 constante a b c1.52 6.06 0.24 -0.15


d 0.15 constante a b c0.78 6.25 0.12 -0.15



ØM 0.96 ton/m

As min 9.9 cm2

SAFE v8.0.1 File: CASA BP CIMENT V4 Kgf-cmAgosto 32,011 11:44

Windows uE

W A L L R E A C

WALL LOAD FZ MX MY

1 SERVICI 4242.1 0 -29482.3063 SERVICI 2633.47 0 -81951.4745 SERVICI 834.43 0 18010.4637 SERVICI 1971.92 0 1294.7218 SERVICI 1867.73 0 -1447.449

14 SERVICI 4047.04 -2511.559 61282.03316 SERVICI 2011.61 -1601.703 018 SERVICI 1822.55 0 13146.99720 SERVICI 1627.39 11083.746 022 SERVICI 1597.28 0 -2421.59723 SERVICI 2513.58 0 -28568.38325 SERVICI 2343.35 0 42789.36427 SERVICI 1803.37 9417.085 029 SERVICI 1897.76 -8033.608 030 SERVICI 1968.4 0 59072.65432 SERVICI 1106.19 354.614 034 SERVICI 1513.31 0 -2152.01436 SERVICI 2219.92 1524.895 038 SERVICI 2910.11 0 -60880.37141 SERVICI 2403.31 10025.576 043 SERVICI 1806.97 -514.992 3433.28145 SERVICI 5585.26 163151.884 047 SERVICI -14150.94 0 3941767.7649 SERVICI -8194.26 448594.597 051 SERVICI -16329.17 0 -380038.94852 SERVICI -1985.34 0 -602844.433

2 SERVICI 640.9 0 298.3236 SERVICI 769.19 0 1399.324

11 SERVICI 591.95 0 102.85

SAFE v8.0.1 File: CASA BP CIMENT V4 Kgf-cmAgosto 32,011 11:44

Windows uE

S O I L P R E S

AREA GRID I GRID J LOAD PRESSURE

F51 6 1 SERVICI 0.6081 25 29 SERVICI 0.5151 26 29 SERVICI 0.5071 27 29 SERVICI 0.5471 28 29 SERVICI 0.5541 29 29 SERVICI 0.6261 30 29 SERVICI 0.6261 31 29 SERVICI 0.6231 32 29 SERVICI 0.6051 33 29 SERVICI 0.5621 34 29 SERVICI 0.5211 35 29 SERVICI 0.51 36 29 SERVICI 0.4771 37 29 SERVICI 0.451 38 29 SERVICI 0.3961 25 30 SERVICI 0.471 26 30 SERVICI 0.4791 27 30 SERVICI 0.5441 28 30 SERVICI 0.5531 29 30 SERVICI 0.6611 30 30 SERVICI 0.6751 31 30 SERVICI 0.6711 32 30 SERVICI 0.651 33 30 SERVICI 0.6061 34 30 SERVICI 0.5621 35 30 SERVICI 0.5381 36 30 SERVICI 0.5151 37 30 SERVICI 0.481 38 30 SERVICI 0.4151 25 31 SERVICI 0.4171 26 31 SERVICI 0.4471 27 31 SERVICI 0.5411 28 31 SERVICI 0.5531 29 31 SERVICI 0.6881 30 31 SERVICI 0.7121 31 31 SERVICI 0.7111 32 31 SERVICI 0.6951 33 31 SERVICI 0.6451 34 31 SERVICI 0.5981 35 31 SERVICI 0.5731 36 31 SERVICI 0.5441 37 31 SERVICI 0.5061 38 31 SERVICI 0.432

Units PAGE 1

T I O N S

Units PAGE 2

S U R E

cimentacion casa bp

Documents

colocada

cm2

08 constante

mpa