KP

KA 0.32H 3.85 mγ 1.8 t/m3φ 31 °kh 0.15 Aakv 0Ѳ 0β 0Ψ 8.53 °δ 0KAE 0.416PAE 5.55 ton/m TOTALPA 4.27 ton/m ESTATICOΔPAE 1.28 ton/m DINAMICOSobrecarga 0.32 t

20100

0.003

6

3 cm2/ml 2 Capas

0.50.78940.3947

0.35

"Escriba aquí la ecuación."

"Escriba aquí la ecuación."

0.32009884

Muro 30Diseño a Flexion

rec [mm]28 420 1,000.00 300.00 0.00 300

r y r Barra No cant.0.0000 0.0000 0.0030 0.0030 900.00 4 8 142.86

285.71

Muro 25Diseño a Flexion

rec [mm]28 420 1,000.00 250.00 0.00 250

r y r Barra No cant.0.0000 0.0000 0.0030 0.0030 750.00 4 6 200.00

400.00

Losa de cimentaciónDiseño a Flexion

rec [mm]28 420 1,000.00 300.00 0.00 300

r y r Barra No cant.0.0000 0.0000 0.0030 0.0030 900.00 4 8 142.86

285.71

Losa de cubierta TapaDiseño a Flexion

rec [mm]28 420 1,000.00 300.00 0.00 300

r y r Barra No cant.0.0000 0.0000 0.0030 0.0030 900.00 4 8 142.86

285.71

f'c [Mpa] fy [Mpa] Mu [KN.m] b [mm] h [mm] d [mm]

fRn [Mpa] As [mm2]

f'c [Mpa] fy [Mpa] Mu [KN.m] b [mm] h [mm] d [mm]

fRn [Mpa] As [mm2]

f'c [Mpa] fy [Mpa] Mu [KN.m] b [mm] h [mm] d [mm]

fRn [Mpa] As [mm2]

f'c [Mpa] fy [Mpa] Mu [KN.m] b [mm] h [mm] d [mm]

fRn [Mpa] As [mm2]

22.35

2.8

1.67857143

64.21.8

160 12.63 0.0789375 6.5 0.513

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