diseño de vigas

50
210 Kg/cm2 4200 Kg/cm2 φ = 0.9 estribos 3/8 pulg Recub. 4 cm β1 = 0.85 VIGAS EN X EJE D TRAMO NUDO/CLARO b h ITEM cm cm 2-3. 2 25 55 M(-) 25 55 M(+) CLARO 25 55 M(-) 25 55 M(+) 3 25 55 M(-) 25 55 M(+) 3-4. 3 25 55 M(-) 25 55 M(+) CLARO 25 55 M(-) 25 55 M(+) 4 25 55 M(-) 25 55 M(+) EJE C TRAMO NUDO/CLARO b h ITEM cm cm 2 25 55 M(-) c = fy =

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Diseño de Vigas

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Page 1: Diseño de Vigas

210 Kg/cm2

4200 Kg/cm2φ = 0.9

estribos 3/8 pulgRecub. 4 cm

β1 = 0.85

VIGAS EN X

EJE D

TRAMO NUDO/CLAROb h

ITEM

cm cm

2-3.

225 55 M(-)25 55 M(+)

CLARO25 55 M(-)25 55 M(+)

325 55 M(-)25 55 M(+)

3-4.

325 55 M(-)25 55 M(+)

CLARO25 55 M(-)25 55 M(+)

425 55 M(-)25 55 M(+)

EJE C

TRAMO NUDO/CLARO b h ITEMcm cm

2-3.

225 55 M(-)

f´c =

fy =

Page 2: Diseño de Vigas

2-3.

225 55 M(+)

CLARO25 55 M(-)25 55 M(+)

325 55 M(-)25 55 M(+)

3-4.

325 55 M(-)25 55 M(+)

CLARO25 55 M(-)25 55 M(+)

425 55 M(-)25 55 M(+)

EJE B

TRAMO NUDO/CLARO b h ITEMcm cm

2-3.

225 55 M(-)25 55 M(+)

CLARO25 55 M(-)25 55 M(+)

325 55 M(-)25 55 M(+)

3-4.

325 55 M(-)25 55 M(+)

CLARO25 55 M(-)25 55 M(+)

425 55 M(-)25 55 M(+)

EJE A

TRAMO NUDO/CLARO b h ITEMcm cm

2-3.

225 55 M(-)25 55 M(+)

Page 3: Diseño de Vigas

2-3. CLARO25 55 M(-)25 55 M(+)

325 55 M(-)25 55 M(+)

3-4.

325 55 M(-)25 55 M(+)

CLARO25 55 M(-)25 55 M(+)

425 55 M(-)25 55 M(+)

VIGAS EN Y

EJE 2

TRAMO NUDO/CLARO b h ITEMcm cm

D-C

D25 50 M(-)25 50 M(+)

CLARO25 50 M(-)25 50 M(+)

C25 50 M(-)25 50 M(+)

C-B

C25 50 M(-)25 50 M(+)

CLARO25 50 M(-)25 50 M(+)

B25 50 M(-)25 50 M(+)

B-A

B25 50 M(-)25 50 M(+)

CLARO25 50 M(-)25 50 M(+)

A25 50 M(-)25 50 M(+)

EJE 3

Page 4: Diseño de Vigas

TRAMO NUDO/CLARO b h ITEMcm cm

D-C

D25 50 M(-)25 50 M(+)

CLARO25 50 M(-)25 50 M(+)

C25 50 M(-)25 50 M(+)

C-B

C25 50 M(-)25 50 M(+)

CLARO25 50 M(-)25 50 M(+)

B25 50 M(-)25 50 M(+)

B-A

B25 50 M(-)25 50 M(+)

CLARO25 50 M(-)25 50 M(+)

A25 50 M(-)25 50 M(+)

EJE 4

TRAMO NUDO/CLARO b h ITEMcm cm

D-C

D25 50 M(-)25 50 M(+)

CLARO25 50 M(-)25 50 M(+)

C25 50 M(-)25 50 M(+)

C-B

C25 50 M(-)25 50 M(+)

CLARO25 50 M(-)25 50 M(+)

Page 5: Diseño de Vigas

C-B

B25 50 M(-)25 50 M(+)

B-A

B25 50 M(-)25 50 M(+)

CLARO25 50 M(-)25 50 M(+)

A25 50 M(-)25 50 M(+)

Page 6: Diseño de Vigas

Barra N° ø ø Peso Área Perím. Columna1

pulg cm (kg/m) (cm2) (cm)

# 3 3/8 0.95 0.559 0.71 2.99# 4 1/2 1.27 0.993 1.29 3.99# 5 5/8 1.59 1.552 1.98 4.99# 6 3/4 1.91 2.235 2.85 5.98# 8 1 2.54 3.973 5.10 7.98

d a a min(Tonf-m) (Kgf.cm) cm cm2

4.64 464000 0.02125 49 2.42 4.08 3.843.60 360000 0.02125 49 1.86 4.08 3.840.00 0 0.02125 49 0.00 4.08 3.840.65 65000 0.02125 49 0.33 4.08 3.843.88 388000 0.02125 49 2.01 4.08 3.843.60 360000 0.02125 49 1.86 4.08 3.843.92 392000 0.02125 49 2.03 4.08 3.843.55 355000 0.02125 49 1.84 4.08 3.840.00 0 0.02125 49 0.00 4.08 3.840.69 69000 0.02125 49 0.35 4.08 3.844.62 462000 0.02125 49 2.41 4.08 3.843.59 359000 0.02125 49 1.86 4.08 3.84

d a a min(Tonf-m) (Kgf.cm) cm cm2

4.41 441000 0.02125 49 2.29 4.08 3.84

Mu Mu ρb Asmin

Mu Mu ρb Asmin

Page 7: Diseño de Vigas

3.74 374000 0.02125 49 1.94 4.08 3.840.00 0 0.02125 49 0.00 4.08 3.840.49 49000 0.02125 49 0.25 4.08 3.843.64 364000 0.02125 49 1.89 4.08 3.843.81 381000 0.02125 49 1.98 4.08 3.843.79 379000 0.02125 49 1.97 4.08 3.843.63 363000 0.02125 49 1.88 4.08 3.840.00 0 0.02125 49 0.00 4.08 3.840.48 48000 0.02125 49 0.24 4.08 3.844.30 430000 0.02125 49 2.24 4.08 3.843.81 381000 0.02125 49 1.98 4.08 3.84

d a a min(Tonf-m) (Kgf.cm) cm cm2

4.52 452000 0.02125 49 2.35 4.08 3.843.75 375000 0.02125 49 1.94 4.08 3.840.00 0 0.02125 49 0.00 4.08 3.840.49 49000 0.02125 49 0.25 4.08 3.843.65 365000 0.02125 49 1.89 4.08 3.843.91 391000 0.02125 49 2.03 4.08 3.843.79 379000 0.02125 49 1.97 4.08 3.843.70 370000 0.02125 49 1.92 4.08 3.840.00 0 0.02125 49 0.00 4.08 3.840.47 47000 0.02125 49 0.24 4.08 3.844.39 439000 0.02125 49 2.28 4.08 3.843.80 380000 0.02125 49 1.97 4.08 3.84

d a a min(Tonf-m) (Kgf.cm) cm cm2

4.92 492000 0.02125 49 2.57 4.08 3.843.63 363000 0.02125 49 1.88 4.08 3.84

Mu Mu ρb Asmin

Mu Mu ρb Asmin

Page 8: Diseño de Vigas

0.00 0 0.02125 49 0.00 4.08 3.840.67 67000 0.02125 49 0.34 4.08 3.843.87 387000 0.02125 49 2.01 4.08 3.843.88 388000 0.02125 49 2.01 4.08 3.843.96 396000 0.02125 49 2.06 4.08 3.843.76 376000 0.02125 49 1.95 4.08 3.840.00 0 0.02125 49 0.00 4.08 3.840.68 68000 0.02125 49 0.35 4.08 3.844.88 488000 0.02125 49 2.55 4.08 3.843.63 363000 0.02125 49 1.88 4.08 3.84

d a a min(Tonf-m) (Kgf.cm) cm cm2

5.02 502000 0.02125 44 2.94 3.67 3.453.09 309000 0.02125 44 1.78 3.67 3.450.00 0 0.02125 44 0.00 3.67 3.451.44 144000 0.02125 44 0.82 3.67 3.454.60 460000 0.02125 44 2.68 3.67 3.452.76 276000 0.02125 44 1.59 3.67 3.454.27 427000 0.02125 44 2.49 3.67 3.453.70 370000 0.02125 44 2.15 3.67 3.450.00 0 0.02125 44 0.00 3.67 3.450.58 58000 0.02125 44 0.33 3.67 3.454.24 424000 0.02125 44 2.47 3.67 3.453.57 357000 0.02125 44 2.07 3.67 3.454.31 431000 0.02125 44 2.51 3.67 3.453.51 351000 0.02125 44 2.03 3.67 3.450.11 11000 0.02125 44 0.06 3.67 3.451.28 128000 0.02125 44 0.73 3.67 3.454.58 458000 0.02125 44 2.67 3.67 3.453.71 371000 0.02125 44 2.15 3.67 3.45

Mu Mu ρb Asmin

Page 9: Diseño de Vigas

d a a min(Tonf-m) (Kgf.cm) cm cm2

6.16 616000 0.02125 44 3.64 3.67 3.452.25 225000 0.02125 44 1.29 3.67 3.450.00 0 0.02125 44 0.00 3.67 3.453.06 306000 0.02125 44 1.77 3.67 3.455.86 586000 0.02125 44 3.45 3.67 3.452.02 202000 0.02125 44 1.16 3.67 3.454.75 475000 0.02125 44 2.78 3.67 3.453.29 329000 0.02125 44 1.90 3.67 3.450.00 0 0.02125 44 0.00 3.67 3.451.16 116000 0.02125 44 0.66 3.67 3.454.50 450000 0.02125 44 2.62 3.67 3.453.43 343000 0.02125 44 1.99 3.67 3.454.80 480000 0.02125 44 2.81 3.67 3.453.08 308000 0.02125 44 1.78 3.67 3.450.00 0 0.02125 44 0.00 3.67 3.451.98 198000 0.02125 44 1.14 3.67 3.455.04 504000 0.02125 44 2.95 3.67 3.453.45 345000 0.02125 44 2.00 3.67 3.45

d a a min(Tonf-m) (Kgf.cm) cm cm2

5.15 515000 0.02125 44 3.02 3.67 3.452.61 261000 0.02125 44 1.50 3.67 3.450.00 0 0.02125 44 0.00 3.67 3.451.78 178000 0.02125 44 1.02 3.67 3.452.38 238000 0.02125 44 1.37 3.67 3.452.54 254000 0.02125 44 1.46 3.67 3.454.30 430000 0.02125 44 2.50 3.67 3.453.44 344000 0.02125 44 1.99 3.67 3.450.00 0 0.02125 44 0.00 3.67 3.450.72 72000 0.02125 44 0.41 3.67 3.45

Mu Mu ρb Asmin

Mu Mu ρb Asmin

Page 10: Diseño de Vigas

4.23 423000 0.02125 44 2.46 3.67 3.453.53 353000 0.02125 44 2.05 3.67 3.454.22 422000 0.02125 44 2.46 3.67 3.453.34 334000 0.02125 44 1.93 3.67 3.450.00 0 0.02125 44 0.00 3.67 3.451.43 143000 0.02125 44 0.82 3.67 3.454.77 477000 0.02125 44 2.79 3.67 3.453.56 356000 0.02125 44 2.06 3.67 3.45

Page 11: Diseño de Vigas

a max AsN de Barras

cm2 usar 3/8 1/2

726656 19.52 18.375 2938107 2.57 4.08726656 19.52 18.375 2938107 1.98 4.08 2

726656 19.52 18.375 2938107 0.00 4.08 2

726656 19.52 18.375 2938107 0.35 4.08 2

726656 19.52 18.375 2938107 2.14 4.08 2

726656 19.52 18.375 2938107 1.98 4.08 2

726656 19.52 18.375 2938107 2.16 4.08 2

726656 19.52 18.375 2938107 1.95 4.08 2

726656 19.52 18.375 2938107 0.00 4.08 2

726656 19.52 18.375 2938107 0.37 4.08 2

726656 19.52 18.375 2938107 2.56 4.08 2

726656 19.52 18.375 2938107 1.98 4.08 2

a max AsN de Barras

cm2 usar 3/8 1/2

726656 19.52 18.375 2938107 2.44 4.08 2

Mumin Asmax Mumax As

Mumin Asmax Mumax As

Page 12: Diseño de Vigas

726656 19.52 18.375 2938107 2.06 4.08 2

726656 19.52 18.375 2938107 0.00 4.08 2

726656 19.52 18.375 2938107 0.27 4.08 2

726656 19.52 18.375 2938107 2.00 4.08 2

726656 19.52 18.375 2938107 2.10 4.08 2

726656 19.52 18.375 2938107 2.09 4.08 2

726656 19.52 18.375 2938107 2.00 4.08 2

726656 19.52 18.375 2938107 0.00 4.08 2

726656 19.52 18.375 2938107 0.26 4.08 2

726656 19.52 18.375 2938107 2.38 4.08 2

726656 19.52 18.375 2938107 2.10 4.08 2

a max AsN de Barras

cm2 usar 3/8 1/2

726656 19.52 18.375 2938107 2.50 4.08 4

726656 19.52 18.375 2938107 2.07 4.08 4

726656 19.52 18.375 2938107 0.00 4.08 4

726656 19.52 18.375 2938107 0.27 4.08 4

726656 19.52 18.375 2938107 2.01 4.08 4

726656 19.52 18.375 2938107 2.16 4.08 4

726656 19.52 18.375 2938107 2.09 4.08 4

726656 19.52 18.375 2938107 2.04 4.08 4

726656 19.52 18.375 2938107 0.00 4.08 4

726656 19.52 18.375 2938107 0.25 4.08 4

726656 19.52 18.375 2938107 2.43 4.08 4

726656 19.52 18.375 2938107 2.09 4.08 4

a max AsN de Barras

cm2 usar 3/8 1/2

726656 19.52 18.375 2938107 2.73 4.08 2

726656 19.52 18.375 2938107 2.00 4.08 2

Mumin Asmax Mumax As

Mumin Asmax Mumax As

Page 13: Diseño de Vigas

726656 19.52 18.375 2938107 0.00 4.08 2

726656 19.52 18.375 2938107 0.36 4.08 2

726656 19.52 18.375 2938107 2.13 4.08 2

726656 19.52 18.375 2938107 2.14 4.08 2

726656 19.52 18.375 2938107 2.18 4.08 2

726656 19.52 18.375 2938107 2.07 4.08 2

726656 19.52 18.375 2938107 0.00 4.08 2

726656 19.52 18.375 2938107 0.37 4.08 2

726656 19.52 18.375 2938107 2.70 4.08 2

726656 19.52 18.375 2938107 2.00 4.08 2

a max AsN de Barras

cm2 usar 3/8 1/2

585925 17.53 16.5 2369085 3.12 3.67 3585925 17.53 16.5 2369085 1.90 3.67 3

585925 17.53 16.5 2369085 0.00 3.67 3

585925 17.53 16.5 2369085 0.87 3.67 3

585925 17.53 16.5 2369085 2.85 3.67 3

585925 17.53 16.5 2369085 1.69 3.67 3

585925 17.53 16.5 2369085 2.64 3.67 3585925 17.53 16.5 2369085 2.28 3.67 3

585925 17.53 16.5 2369085 0.00 3.67 3

585925 17.53 16.5 2369085 0.35 3.67 3

585925 17.53 16.5 2369085 2.62 3.67 3

585925 17.53 16.5 2369085 2.20 3.67 3

585925 17.53 16.5 2369085 2.67 3.67 3585925 17.53 16.5 2369085 2.16 3.67 3

585925 17.53 16.5 2369085 0.07 3.67 3

585925 17.53 16.5 2369085 0.78 3.67 3

585925 17.53 16.5 2369085 2.84 3.67 3

585925 17.53 16.5 2369085 2.29 3.67 3

Mumin Asmax Mumax As

Page 14: Diseño de Vigas

a max AsN de Barras

cm2 usar 3/8 1/2

585925 17.53 16.5 2369085 3.86 3.86 3585925 17.53 16.5 2369085 1.37 3.67 3

585925 17.53 16.5 2369085 0.00 3.67 3

585925 17.53 16.5 2369085 1.88 3.67 3

585925 17.53 16.5 2369085 3.67 3.67 3

585925 17.53 16.5 2369085 1.23 3.67 3

585925 17.53 16.5 2369085 2.95 3.67 3585925 17.53 16.5 2369085 2.02 3.67 3

585925 17.53 16.5 2369085 0.00 3.67 3

585925 17.53 16.5 2369085 0.70 3.67 3

585925 17.53 16.5 2369085 2.79 3.67 3

585925 17.53 16.5 2369085 2.11 3.67 3

585925 17.53 16.5 2369085 2.98 3.67 3585925 17.53 16.5 2369085 1.89 3.67 3

585925 17.53 16.5 2369085 0.00 3.67 3

585925 17.53 16.5 2369085 1.21 3.67 3

585925 17.53 16.5 2369085 3.14 3.67 3

585925 17.53 16.5 2369085 2.12 3.67 3

a max AsN de Barras

cm2 usar 3/8 1/2

585925 17.53 16.5 2369085 3.21 3.67 3585925 17.53 16.5 2369085 1.60 3.67 3

585925 17.53 16.5 2369085 0.00 3.67 3

585925 17.53 16.5 2369085 1.08 3.67 3

585925 17.53 16.5 2369085 1.45 3.67 3

585925 17.53 16.5 2369085 1.55 3.67 3

585925 17.53 16.5 2369085 2.66 3.67 3585925 17.53 16.5 2369085 2.12 3.67 3

585925 17.53 16.5 2369085 0.00 3.67 3

585925 17.53 16.5 2369085 0.43 3.67 3

Mumin Asmax Mumax As

Mumin Asmax Mumax As

Page 15: Diseño de Vigas

585925 17.53 16.5 2369085 2.62 3.67 3

585925 17.53 16.5 2369085 2.17 3.67 3

585925 17.53 16.5 2369085 2.61 3.67 3585925 17.53 16.5 2369085 2.05 3.67 3

585925 17.53 16.5 2369085 0.00 3.67 3

585925 17.53 16.5 2369085 0.87 3.67 3

585925 17.53 16.5 2369085 2.96 3.67 3

585925 17.53 16.5 2369085 2.19 3.67 3

Page 16: Diseño de Vigas

N de Barras As

5/8 3/4 1 (cm2)2 2 9.66 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK

N de Barras As

5/8 3/4 1 (cm2)1 4.56 OK

Page 17: Diseño de Vigas

1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK

N de Barras As

5/8 3/4 1 (cm2)

5.16 OK5.16 OK5.16 OK5.16 OK5.16 OK5.16 OK5.16 OK5.16 OK5.16 OK5.16 OK5.16 OK5.16 OK

N de Barras As

5/8 3/4 1 (cm2)1 4.56 OK1 4.56 OK

Page 18: Diseño de Vigas

1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK1 4.56 OK

N de Barras As

5/8 3/4 1 (cm2)

3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK

Page 19: Diseño de Vigas

N de Barras As

5/8 3/4 1 (cm2)

3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK

N de Barras As

5/8 3/4 1 (cm2)

3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK

Page 20: Diseño de Vigas

3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK

Page 21: Diseño de Vigas

abajo

Ld 3/8 Err:508 1/2 Err:508 5/8 Err:508 3/4 Err:508

1 Err:508

viga 60

Mua Mua 12db

Kgf.cm Tn.m d pto

1745089.77 17.45 3.51 42.08 54.00 80828531.72 8.29 2.41 28.91 54.00 120.00844603.20 8.45 2.41 28.91 54.00 170.00841746.96 8.42 2.41 28.91 54.00 80.00827254.98 8.27 2.41 28.91 54.00 110.00828531.72 8.29 2.41 28.91 54.00827072.26 8.27 2.41 28.91 54.00828759.29 8.29 2.41 28.91 54.00844603.20 8.45 2.41 28.91 54.00841570.56 8.42 2.41 28.91 54.00823861.21 8.24 2.41 28.91 54.00828577.24 8.29 2.41 28.91 54.00

Mua Mua

Kgf.cm Tn.m

824827.21 8.25

diametro equivalente

Page 22: Diseño de Vigas

827893.85 8.28844603.20 8.45842451.84 8.42828349.57 8.28827574.54 8.28827665.80 8.28828395.12 8.28844603.20 8.45842495.85 8.42825332.29 8.25827574.54 8.28

Mua Mua

Kgf.cm Tn.m

932784.86 9.33936775.65 9.37955735.20 9.56953300.76 9.53937291.40 9.37935949.26 9.36936569.19 9.37937033.60 9.37955735.20 9.56953400.37 9.53933461.08 9.33936517.57 9.37

Mua Mua

Kgf.cm Tn.m

822477.15 8.22828395.12 8.28

Page 23: Diseño de Vigas

844603.20 8.45841658.77 8.42827300.65 8.27827254.98 8.27826889.46 8.27827802.65 8.28844603.20 8.45841614.67 8.42822661.97 8.23828395.12 8.28

Mua Mua

Kgf.cm Tn.m

622162.55 6.22630604.01 6.31643658.40 6.44637641.95 6.38624019.63 6.24632024.37 6.32625470.79 6.25627961.14 6.28643658.40 6.44641248.74 6.41625602.37 6.26628526.29 6.29625295.26 6.25628786.77 6.29643202.78 6.43638316.09 6.38624107.77 6.24627917.63 6.28

Page 24: Diseño de Vigas

Mua Mua

Kgf.cm Tn.m

617063.03 6.17634206.78 6.34643658.40 6.44630733.40 6.31618413.51 6.18635186.02 6.35623357.70 6.23629740.00 6.30643658.40 6.44638820.76 6.39624460.11 6.24629133.74 6.29623136.73 6.23630647.15 6.31643658.40 6.44635356.02 6.35622073.83 6.22629047.04 6.29

Mua Mua

Kgf.cm Tn.m

621585.41 6.22632667.85 6.33643658.40 6.44636204.60 6.36633651.93 6.34632967.68 6.33625339.15 6.25629090.39 6.29643658.40 6.44640664.37 6.41

Page 25: Diseño de Vigas

625646.22 6.26628699.97 6.29625690.06 6.26629523.61 6.30643658.40 6.44637684.12 6.38623269.33 6.23628569.72 6.29

Page 26: Diseño de Vigas

arriba

ld*1.3 Ld h>30 12 db gancho43.7657250146 45 Err:509 1558.3543000194 60 Err:509 Err:50972.9428750243 75 Err:509 Err:50987.7611913678 90 Err:509 Err:509145.001593988 150 Err:509 Err:509

ancho col70

derecha eje pto iz izquierda

99.00 330.00 280.00 69.00139.00 560.00 430.00 149.00189.00 19.0099.00 19.00

129.00 19.0019.00 19.0019.00 19.0019.00 19.0019.00 19.0019.00 19.0019.00 19.0019.00 19.00

Page 27: Diseño de Vigas
Page 28: Diseño de Vigas
Page 29: Diseño de Vigas
Page 30: Diseño de Vigas
Page 31: Diseño de Vigas

eje 01 eje 02 eje 03 eje 04 eje 053 3.5 5.08 5.2

Zona de conf 1.20 1.20 1.20 1.20 1.20

L/3 0.77 0.93 1.46 1.50 -0.23luz viga 2.3 2.8 4.38 4.5 -0.7

peralte viga 0.575 0.7 1.095 1.125 -0.175

no cumple cumple cumple cumple no cumple

Diámetro de Acero Longitudinal

3/8 1/2 5/8 3/42 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

Diámetro de Acero Longitudinal

3/8 1/2 5/8 3/42 1

Page 32: Diseño de Vigas

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

Diámetro de Acero Longitudinal

3/8 1/2 5/8 3/43 1

3 1

3 1

3 1

3 1

3 1

3 1

3 1

3 1

3 1

3 1

3 1

Diámetro de Acero Longitudinal

3/8 1/2 5/8 3/42 1

2 1

Page 33: Diseño de Vigas

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

Diámetro de Acero Longitudinal

3/8 1/2 5/8 3/4

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

Page 34: Diseño de Vigas

Diámetro de Acero Longitudinal

3/8 1/2 5/8 3/4

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

Diámetro de Acero Longitudinal

3/8 1/2 5/8 3/4

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

Page 35: Diseño de Vigas

2 1

2 1

2 1

2 1

2 1

2 1

2 1

2 1

Page 36: Diseño de Vigas

Ld (inf)Ldg

eje 06 eje 07 gancho long barra N° emp0.4 17.18 1.91

1.20 1.20

-0.23 -0.23-0.7 -0.7

-0.175 -0.175

no cumple no cumple

Diámetro de Acero Longitudinal As Mua Mua Bastones de Refuerzo

1 (cm2) Kgf.cm Tn.m (SAP) m 3/8

4.56 823769.09 82.38 0

4.56 828531.72 82.85 0

4.56 844603.20 84.46 0

4.56 841746.96 84.17 0

4.56 827254.98 82.73 0

4.56 828531.72 82.85 0

4.56 827072.26 82.71 0

4.56 828759.29 82.88 0

4.56 844603.20 84.46 0

4.56 841570.56 84.16 0

4.56 823861.21 82.39 0

4.56 828577.24 82.86 0

Diámetro de Acero Longitudinal As Mua Mua Bastones de Refuerzo

1 (cm2) Kgf.cm Tn.m (SAP) m 3/8

4.56 824827.21 82.48 0

Dist. Teórica

Dist. Teórica

Page 37: Diseño de Vigas

4.56 827893.85 82.79 0

4.56 844603.20 84.46 0

4.56 842451.84 84.25 0

4.56 828349.57 82.83 0

4.56 827574.54 82.76 0

4.56 827665.80 82.77 0

4.56 828395.12 82.84 0

4.56 844603.20 84.46 0

4.56 842495.85 84.25 0

4.56 825332.29 82.53 0

4.56 827574.54 82.76 0

Diámetro de Acero Longitudinal As Mua Mua Bastones de Refuerzo

1 (cm2) Kgf.cm Tn.m (SAP) m 3/8

5.85 1057517.71 105.75 0

5.85 1062042.17 106.20 0

5.85 1083537.00 108.35 0

5.85 1080777.03 108.08 0

5.85 1062626.87 106.26 0

5.85 1061105.26 106.11 0

5.85 1061808.10 106.18 0

5.85 1062334.60 106.23 0

5.85 1083537.00 108.35 0

5.85 1080889.96 108.09 0

5.85 1058284.36 105.83 0

5.85 1061749.57 106.17 0

Diámetro de Acero Longitudinal As Mua Mua Bastones de Refuerzo

1 (cm2) Kgf.cm Tn.m (SAP) m 3/8

4.56 822477.15 82.25 0

4.56 828395.12 82.84 0

Dist. Teórica

Dist. Teórica

Page 38: Diseño de Vigas

4.56 844603.20 84.46 0

4.56 841658.77 84.17 0

4.56 827300.65 82.73 0

4.56 827254.98 82.73 0

4.56 826889.46 82.69 0

4.56 827802.65 82.78 0

4.56 844603.20 84.46 0

4.56 841614.67 84.16 0

4.56 822661.97 82.27 0

4.56 828395.12 82.84 0

Diámetro de Acero Longitudinal As Mua Mua Bastones de Refuerzo

1 (cm2) Kgf.cm Tn.m (SAP) m 3/8

4.56 733090.76 73.31 0

4.56 743037.28 74.30 0

4.56 758419.20 75.84 0

4.56 751330.05 75.13 0

4.56 735278.94 73.53 0

4.56 744710.89 74.47 0

4.56 736988.84 73.70 0

4.56 739923.21 73.99 0

4.56 758419.20 75.84 0

4.56 755579.91 75.56 0

4.56 737143.88 73.71 0

4.56 740589.11 74.06 0

4.56 736782.01 73.68 0

4.56 740896.04 74.09 0

4.56 757882.35 75.79 0

4.56 752124.39 75.21 0

4.56 735382.80 73.54 0

4.56 739871.93 73.99 0

Dist. Teórica

Page 39: Diseño de Vigas

Diámetro de Acero Longitudinal As Mua Mua Bastones de Refuerzo

1 (cm2) Kgf.cm Tn.m (SAP) m 3/8

4.56 727082.02 72.71 0

4.56 747282.40 74.73 0

4.56 758419.20 75.84 0

4.56 743189.75 74.32 0

4.56 728673.29 72.87 0

4.56 748436.25 74.84 0

4.56 734498.99 73.45 0

4.56 742019.22 74.20 0

4.56 758419.20 75.84 0

4.56 752719.03 75.27 0

4.56 735797.96 73.58 0

4.56 741304.87 74.13 0

4.56 734238.63 73.42 0

4.56 743088.11 74.31 0

4.56 758419.20 75.84 0

4.56 748636.55 74.86 0

4.56 732986.22 73.30 0

4.56 741202.71 74.12 0

Diámetro de Acero Longitudinal As Mua Mua Bastones de Refuerzo

1 (cm2) Kgf.cm Tn.m (SAP) m 3/8

4.56 732410.71 73.24 0

4.56 745469.09 74.55 0

4.56 758419.20 75.84 0

4.56 749636.42 74.96 0

4.56 746628.63 74.66 0

4.56 745822.38 74.58 0

4.56 736833.73 73.68 0

4.56 741253.79 74.13 0

4.56 758419.20 75.84 0

4.56 754891.35 75.49 0

Dist. Teórica

Dist. Teórica

Page 40: Diseño de Vigas

4.56 737195.54 73.72 0

4.56 740793.76 74.08 0

4.56 737247.20 73.72 0

4.56 741764.26 74.18 0

4.56 758419.20 75.84 0

4.56 751379.74 75.14 0

4.56 734394.87 73.44 0

4.56 740640.29 74.06 0

Page 41: Diseño de Vigas

Ld f'c

3/8 1/2 5/8 3/4 1 f'y33.6659423189 44.8879230919 56.1099038648 67.3318846378 111.5396876828

20.7045545261 27.6060727015 34.5075908769 41.4091090522 55.212145403

ψeψs

λ

Bastones de Refuerzo Longitud de Corte

1/2 5/8 3/4 1 3/8 1/2-2 1 2 0 0 49

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

Bastones de Refuerzo Longitud de Corte

1/2 5/8 3/4 1 3/8 1/20 0 0 0 0 0

ψt

Page 42: Diseño de Vigas

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

Bastones de Refuerzo Longitud de Corte

1/2 5/8 3/4 1 3/8 1/21 -1 0 0 0 49

1 -1 0 0 0 49

1 -1 0 0 0 49

1 -1 0 0 0 49

1 -1 0 0 0 49

1 -1 0 0 0 49

1 -1 0 0 0 49

1 -1 0 0 0 49

1 -1 0 0 0 49

1 -1 0 0 0 49

1 -1 0 0 0 49

1 -1 0 0 0 49

Bastones de Refuerzo Longitud de Corte

1/2 5/8 3/4 1 3/8 1/20 0 0 0 0 0

0 0 0 0 0 0

Page 43: Diseño de Vigas

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

Bastones de Refuerzo Longitud de Corte

1/2 5/8 3/4 1 3/8 1/21 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 58.3543000194

Page 44: Diseño de Vigas

Bastones de Refuerzo Longitud de Corte

1/2 5/8 3/4 1 3/8 1/21 -1 0 0 0 58.3543000194

1 -1 0 0 0 Err:504

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 Err:504

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 Err:504

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 Err:504

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 Err:504

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 Err:504

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 Err:504

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 Err:504

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 Err:504

Bastones de Refuerzo Longitud de Corte

1/2 5/8 3/4 1 3/8 1/21 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

Page 45: Diseño de Vigas

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 44.8879230919

1 -1 0 0 0 58.3543000194

1 -1 0 0 0 58.3543000194

Page 46: Diseño de Vigas

210

4200

1.3 sup1 inf1

0.811

Longitud de Corte

5/8 3/4 172.9428750243 87.5314500291 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

Longitud de Corte

5/8 3/4 10 0 0

Page 47: Diseño de Vigas

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

Longitud de Corte

5/8 3/4 172.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

72.9428750243 0 0

Longitud de Corte

5/8 3/4 10 0 0

0 0 0

Page 48: Diseño de Vigas

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

Longitud de Corte

5/8 3/4 172.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

72.9428750243 0 0

Page 49: Diseño de Vigas

Longitud de Corte

5/8 3/4 172.9428750243 0 0

Err:504 0 0

72.9428750243 0 0

Err:504 0 0

72.9428750243 0 0

Err:504 0 0

72.9428750243 0 0

Err:504 0 0

72.9428750243 0 0

Err:504 0 0

72.9428750243 0 0

Err:504 0 0

72.9428750243 0 0

Err:504 0 0

72.9428750243 0 0

Err:504 0 0

72.9428750243 0 0

Err:504 0 0

Longitud de Corte

5/8 3/4 172.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

Page 50: Diseño de Vigas

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

56.1099038648 0 0

72.9428750243 0 0

72.9428750243 0 0