Download - Diseño de Vigas
![Page 1: Diseño de Vigas](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/1.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/2.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/3.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/4.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/5.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/6.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/7.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/8.jpg)
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
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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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/10.jpg)
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
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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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/12.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/13.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/14.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/15.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/16.jpg)
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
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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
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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
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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
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3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK3.87 OK
![Page 21: Diseño de Vigas](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/21.jpg)
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
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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
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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
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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
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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
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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
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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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/32.jpg)
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
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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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/34.jpg)
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
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2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
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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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/37.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/38.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/39.jpg)
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
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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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/41.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/42.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/43.jpg)
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
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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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/45.jpg)
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
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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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/47.jpg)
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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/48.jpg)
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
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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](https://reader030.vdocuments.pub/reader030/viewer/2022020202/577c7f481a28abe054a3e5d6/html5/thumbnails/50.jpg)
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