PC-010 Estructura Tubulares

Axial Corte V2 M33 Ag nec Zx nec Pn nec 88285

[KN] [KN] [KN*M] [cm2] [cm3] [kN] H B t Ag Ix Iy Zx rx ry

Max 139.26 c2 4.46 c2 0.66 c2 5.752 - [cm] [cm] [cm] [cm2] [cm

4] [cm

4] [cm

3] [cm] [cm]

Min 15.44 c1 0.51 c1 0.05 c1 0.638 - 8 8 0.285 8.59 84.06 84.06 24.64 3.13 3.13

Max 135.70 c2 4.75 c2 0.66 c2 5.605 -

Min 13.52 c1 0.50 c1 0.05 c1 0.558 -

Max -19.68 c1 -0.80 c1 2.06 c2 - 231.53 Rd= 207.87 kN Ly= 101 cm k= 1 k.Ly/ry= 32.28 b= 6.86 cm

Min -166.32 c2 -5.14 c2 0.33 c1 - 1956.71 Pu= 139.26 kN Lx= 101 cm k= 1 k.Lx/rx= 32.28 b/t= 24.07 < 1100/√Fy= 67.07

Max -19.93 c1 9.96 c2 2.06 c2 - 234.47 Rd= > Pu h= 6.86 cm h/t= 24.07 < lr= 38.11 Þ Q= 1 Þ Fcr= 253.48 MPa Fn= 161.40 MPa Vnx= 73.60 kN

Min -117.83 c2 1.68 c1 0.33 c1 - 1386.24 Nd= 184.99 kN > Pu= 166.32 kN VERIFICA Aw= 4.56 cm2 Vdx= 66.24 kN > Vux= 9.96 kN VERIFICA

Axial M33 Pu/Ф.Pn 8/9*(Mu/Ф.Mn)

Mpx= 6.63 kNm 139.26 0.66 0.670 + 0.098 = 0.768 < 1 Þ VERIFICA

Mdx= 5.96 kNm > Muf= 2.06 kNm VERIFICA h λf b λw 15.44 0.05 0.074 + 0.007 = 0.082 < 1 Þ VERIFICA

6.86 24.07 6.86 24.07 135.70 0.66 0.653 + 0.098 = 0.751 < 1 Þ VERIFICA

13.52 0.05 0.065 + 0.007 = 0.072 < 1 Þ VERIFICA

-19.68 2.06 0.106 + 0.307 = 0.413 < 1 Þ VERIFICA

-166.32 0.33 0.899 + 0.049 = 0.948 < 1 Þ VERIFICA

-19.93 0.33 0.108 + 0.049 = 0.157 < 1 Þ VERIFICA

-117.83 2.06 0.637 + 0.307 = 0.944 < 1 Þ VERIFICA


[KN] [KN] [KN*M] [cm2] [cm

3] [kN] H B t Ag Ix Iy Zx rx ry

Max -19.17 c1 -0.07 c1 -0.07 c1 - 225.53 [cm] [cm] [cm] [cm2] [cm

4] [cm

4] [cm

3] [cm] [cm]

Min -128.95 c2 -0.12 c2 -0.34 c2 - 1517.06 7 7 0.252 6.64 49.71 49.71 16.66 2.74 2.74

Max -19.17 c1 -0.12 c1 -0.07 c1 - 225.53

Min -128.95 c2 -0.13 c2 -0.34 c2 - 1517.06

Rd= 160.72 kN Ly= 101 cm k= 1 k.Ly/ry= 36.91 b= 5.99 cm

Pu= 0.00 kN Lx= 101 cm k= 1 k.Lx/rx= 36.91 b/t= 23.78 < 1100/√Fy= 67.07

Rd= > Pu h= 5.99 cm h/t= 23.78 < lr= 38.11 Þ Q= 1 Þ Fcr= 248.89 MPa Fn= 161.40 MPa Vnx= 56.94 kN

Nd= 140.44 kN > Pu= 128.95 kN VERIFICA Aw= 3.53 cm2 Vdx= 51.25 kN > Vux= 0.13 kN VERIFICA

Axial M33 Pu/Ф.Pn 8/9*(Mu/Ф.Mn)

Mpx= 4.48 kNm -19.17 -0.07 0.136 + 0.015 = 0.152 < 1 Þ VERIFICA

Mdx= 4.03 kNm > Muf= 0.34 kNm VERIFICA h λf b λw -128.95 -0.34 0.918 + 0.075 = 0.993 < 1 Þ VERIFICA

5.99 23.78 5.99 23.78 -19.17 -0.07 0.136 + 0.015 = 0.152 < 1 Þ VERIFICA

-128.95 -0.34 0.918 + 0.075 = 0.993 < 1 Þ VERIFICA

Axial Corte V2 M33 Ag nec Pn nec 88252

[KN] [KN] [KN*M] [cm2] [kN] H B t Ag Ix Iy Zx rx ry

Max 151.96 c2 -0.01 c2 0.00 c2 6.277 - [cm] [cm] [cm] [cm2] [cm4] [cm4] [cm3] [cm] [cm]

Min 12.31 c1 -0.01 c1 0.00 c1 0.508 - 8 8 0.252 7.65 75.62 75.62 22.06 3.14 3.14

Max 66.83 c2 -0.01 c2 0.00 c2 2.760 -

Min 6.59 c1 -0.01 c1 0.00 c1 0.272 -

Max 69.52 c2 -0.01 c2 0.00 c1 2.872 - Rd= 185.12 kN Ly= 92 cm k= 1 k.Ly/ry= 29.25 b= 6.99 cm

Min 8.05 c1 -0.01 c1 0.00 c2 0.333 - Pu= 183.68 kN Lx= 92 cm k= 1 k.Lx/rx= 29.25 b/t= 27.75 < 1100/√Fy= 67.07

Max 183.68 c2 -0.01 c2 0.00 c1 7.587 - Rd= > Pu h= 6.99 cm h/t= 27.75 < lr= 38.11 Þ Q= 1 Þ Fcr= 256.18 MPa Fn= 161.40 MPa Vnx= 65.08 kN

Min 29.21 c1 -0.01 c1 0.00 c2 1.207 - Nd= 166.51 kN > Pu= 0.00 kN VERIFICA Aw= 4.03 cm2 Vdx= 58.57 kN > Vux= 0.01 kN VERIFICA



Max -7.65 c1 -0.01 c2 0.00 c1 - 90.00 [cm] [cm] [cm] [cm2] [cm4] [cm4] [cm3] [cm] [cm]

Min -76.77 c2 -0.02 c1 0.00 c2 - 903.18 6 6 0.200 4.54 25.13 25.13 9.79 2.35 2.35

Max -9.99 c1 -0.01 c2 0.00 c2 - 117.53

Min -81.14 c2 -0.02 c1 0.00 c1 - 954.59







Max 12.65 c2 0.00 c1 0.00 c1 0.52 - [cm] [cm] [cm] [cm2] [cm4] [cm4] [cm3] [cm] [cm]

Min 1.12 c1 0.00 c2 0.00 c2 0.05 - 2 2 0.160 1.11 0.61 0.61 0.75 0.74 0.74

Max 15.16 c2 0.00 c2 0.00 c2 0.63 -

Min 2.46 c1 0.00 c1 0.00 c1 0.10 -






[KN] [KN] [KN*M] [cm2] [cm3] [kN] H B t Ag Ix Iy Zx rx ry

Max -14.46 c1 -0.91 c1 -1.71 c1 - 170.12 [cm] [cm] [cm] [cm2] [cm4] [cm4] [cm3] [cm] [cm]

Min -90.46 c2 -1.25 c2 -5.28 c2 - 1064.24 8 8 0.400 11.75 110.96 110.96 33.09 3.07 3.07

Max 90.23 c2 0.56 c2 -1.10 c1 3.73 -

Min 35.37 c1 0.32 c1 -2.05 c2 1.46 -

Max -75.73 c1 1.04 c2 -0.74 c1 - 890.94 Rd= 284.42 kN Ly= 125 cm k= 1 k.Ly/ry= 40.67 b= 6.40 cm

Min -158.47 c2 0.59 c1 -1.30 c2 - 1864.35 Pu= 90.23 kN Lx= 125 cm k= 1 k.Lx/rx= 40.67 b/t= 16.00 < 1100/√Fy= 67.07

Max 229.53 c2 -1.49 c1 5.69 c2 9.48 - Rd= > Pu h= 6.40 cm h/t= 16.00 < lr= 38.11 Þ Q= 1 Þ Fcr= 244.78 MPa Fn= 161.40 MPa Vnx= 103.30 kN

Min 33.81 c1 -4.52 c2 1.94 c1 1.40 - Nd= 244.43 kN > Pu= 90.46 kN VERIFICA Aw= 6.40 cm2 Vdx= 92.97 kN > Vux= 1.25 kN VERIFICA

Max 144.37 c2 -0.01 c2 0.00 c2 5.96 -

Min 49.57 c1 -0.01 c1 0.00 c1 2.05 -

Max -5.90 c1 -0.01 c2 0.00 c1 - 69.41

Min -12.66 c2 -0.01 c1 0.00 c2 - 148.94 Axial M33 Pu/Ф.Pn 8/9*(Mu/Ф.Mn)

Mpx= 8.90 kNm -14.46 -1.71 0.059 + 0.190 = 0.249 < 1 Þ VERIFICA

Mdx= 8.01 kNm > Muf= 5.28 kNm VERIFICA h λf b λw -90.46 -5.28 0.370 + 0.586 = 0.956 < 1 Þ VERIFICA

6.40 16.00 6.40 16.00 90.23 -2.05 0.317 + 0.227 = 0.545 < 1 Þ VERIFICA

35.37 -1.10 0.124 + 0.122 = 0.246 < 1 Þ VERIFICA

9952

H B t Ag Ix Iy Zx rx ry

[cm] [cm] [cm] [cm2] [cm4] [cm4] [cm3] [cm] [cm]

9 9 0.520 16.94 198.56 198.56 53.13 3.42 3.42





Mpx= 14.29 kNm Axial M33 Pu/Ф.Pn 8/9*(Mu/Ф.Mn)

Mdx= 12.86 kNm > Muf= 5.69 kNm VERIFICA -75.73 -0.74 0.211 + 0.051 = 0.262 < 1 Þ VERIFICA

h λf b λw -158.47 -1.30 0.441 + 0.090 = 0.531 < 1 Þ VERIFICA

6.92 13.31 6.92 13.31 229.53 5.69 0.560 + 0.393 = 0.953 < 1 Þ VERIFICA

33.81 1.94 0.082 + 0.134 = 0.216 < 1 Þ VERIFICA

66285



6 6 0.285 6.31 33.71 33.71 13.36 2.31 2.31





2216



2 2 0.160 1.11 0.61 0.61 0.75 0.74 0.74





VERIFICA

lc=

lc=

VERIFICACION A LA COMPRESION

0.342

23.50

5.37

PERFIL ADOPTADO:

2.73

8.51

8.51

2.73

MIEMBRO 3

ALMA

1.40

MIEMBRO 59

MIEMBRO 99

MIEMBRO 6

VERIFICACION CORTE

lc=

VERIFICACION A LA FLEXION VERIFICACION A LA FLEXION COMPUESTA

ESBELTECES LOCALES

1.40VERIFICACION TRACCION VERIFICACION A LA COMPRESION

MIEMBRO 102

0.431

1.264

VERIFICA

MIEMBRO 117

MIEMBRO 103

VERIFICA

MIEMBRO 116

COMPACTA

DIAGONALES

EXTREMAS

ESBELTECES LOCALES

MIEMBRO 96

ALA

MIEMBRO 5

ec

MIEMBRO 4


VERIFICACION TRACCION VERIFICACION CORTE

VERIFICACION A LA FLEXION

MIEMBRO 122

ec ec ec

MIEMBRO 89

MIEMBRO 62

ec ec

ec

DENOMINACION

CORDON

SUPERIOR

DENOMINACION

CORDON

INFERIOR

DENOMINACION

ec ec ec

ec

ec ec

VERIFICACION CORTE

lc= 0.377

MIEMBRO 104

ec ecec

ec

ALA

VERIFICACION A LA FLEXION COMPUESTA

VERIFICACION CORTE

DENOMINACION

DIAGONALES INTERNAS PERFIL ADOPTADO:

VERIFICACION TRACCION


DIAGONALES

INTERNAS

MONTANTES

VERIFICACION CORTE

lc= 0.475

VERIFICACION TRACCION VERIFICACION A LA COMPRESION8.47

0.635


VERIFICA


21.81

MONTANTES

ec

MIEMBRO 115

VERIFICACION CORTE

MIEMBRO 100

MIEMBRO 86

DENOMINACION

MIEMBRO 2

MIEMBRO 101

lc=

CORDONES EXTERIORES PERFIL ADOPTADO:

COLUMNA



ALMA


ESBELTECES LOCALES

VERIFICACION CORTE

VERIFICA

VERIFICA


ESBELTECES LOCALES


DIAGONALES

lc=


0.426

VERIFICACION CORTE

ALMA

COMPACTA

PERFIL ADOPTADO:

0.790

VERIFICACION CORTEVERIFICACION A LA COMPRESION

lc= 0.677

VERIFICA

ALA

DIAGONALES EXTREMAS PERFIL ADOPTADO:

VERIFICACION TRACCION VERIFICACION A LA COMPRESION


MONTANTES PERFIL ADOPTADO:

lc=

MONTANTES

ALA

CORDON SUPERIOR PERFIL ADOPTADO:

CORDON INFERIOR PERFIL ADOPTADO:


VERIFICA

VERIFICA

DENOMINACION

PLANILLA DE DIMENSIONADO - PORTICO L= 15m; H= 5m; s= 4m; h= 0,80m

VIGA

ALMA

COMPACTA

CORDONES INTERIORES PERFIL ADOPTADO:

CORDONES

EXTERIORES

CORDONES

INTERIORES

DIAGONALES

COMPACTA

PARAMETROS GEOMETRICOS Y MECANICOS - ANEXO II REGLAMENTO CIRSOC 302 -

R = radio externo

H B t Ix Sx Zx IY SY ZY

[cm] [cm] [cm] [cm2] [kg/m] [cm4] [cm3] [cm3] [cm4] [cm3] [cm3] [cm]

8 6 0.252 6.64 5.24 60.497 15.124 18.152 38.846 12.949 14.915 3.019

7 5 0.325 7.11 5.61 46.852 13.386 16.473 27.717 11.087 13.056 2.568

8 7 0.252 7.14 5.64 68.061 17.015 20.105 55.451 15.843 18.360 3.087

9 5 0.285 7.45 5.88 78.400 17.422 21.621 31.396 12.558 14.385 3.245

8 6 0.285 7.45 5.88 67.095 16.774 20.239 43.023 14.341 16.621 3.002

9 6 0.285 8.02 6.33 89.223 19.827 24.105 47.677 15.892 18.250 3.336

8 7 0.285 8.02 6.33 75.577 18.894 22.438 61.538 17.582 20.487 3.071

10 4 0.325 8.41 6.64 98.430 19.686 25.448 22.980 11.490 13.250 3.422

9 5 0.325 8.41 6.64 87.287 19.397 24.228 34.820 13.928 16.095 3.222

8 6 0.325 8.41 6.64 74.704 18.676 22.682 47.821 15.940 18.616 2.981

8 4 0.400 8.55 6.75 64.753 16.188 20.927 21.441 10.721 12.793 2.752

7 5 0.400 8.55 6.75 54.642 15.612 19.494 32.186 12.874 15.427 2.528

10 5 0.325 9.06 7.15 113.641 22.728 28.593 38.372 15.349 17.614 3.543

9 6 0.325 9.06 7.15 99.516 22.115 27.047 53.055 17.685 20.460 3.315

8 7 0.325 9.06 7.15 84.277 21.069 25.176 68.573 19.592 22.981 3.051

10 6 0.325 9.71 7.67 128.852 25.770 31.737 58.288 19.429 22.304 3.644

9 3 0.485 10.09 7.97 82.869 18.415 25.385 13.365 8.910 11.157 2.865

8 4 0.485 10.09 7.97 73.678 18.419 24.226 24.108 12.054 14.741 2.702

7 5 0.485 10.09 7.97 62.236 17.782 22.582 36.481 14.593 17.840 2.483

10 4 0.400 10.15 8.02 115.606 23.121 30.275 26.625 13.313 15.673 3.375

9 5 0.400 10.15 8.02 102.637 22.808 28.841 40.650 16.260 19.107 3.180

8 6 0.400 10.15 8.02 87.857 21.964 27.007 56.063 18.688 22.140 2.942

11 4 0.400 10.95 8.65 148.435 26.988 35.548 29.217 14.609 17.113 3.682

10 5 0.400 10.95 8.65 134.038 26.808 34.115 44.882 17.953 20.947 3.499

9 6 0.400 10.95 8.65 117.429 26.095 32.281 62.335 20.778 24.380 3.275

8 7 0.400 10.95 8.65 99.409 24.852 30.047 80.778 23.079 27.414 3.013

10 8 0.325 11.01 8.69 159.273 31.855 38.026 112.993 28.248 32.659 3.804

12 4 0.400 11.75 9.28 186.733 31.122 41.222 31.809 15.905 18.553 3.987

10 6 0.400 11.75 9.28 152.470 30.494 37.955 68.607 22.869 26.620 3.603

10 4 0.485 12.03 9.51 132.749 26.550 35.288 30.101 15.050 18.150 3.321

9 5 0.485 12.03 9.51 118.034 26.230 33.645 46.368 18.547 22.219 3.132

8 6 0.485 12.03 9.51 101.068 25.267 31.516 64.265 21.422 25.803 2.898

10 4 0.520 12.78 10.10 139.114 27.823 37.215 31.341 15.670 19.090 3.299

9 5 0.520 12.78 10.10 123.777 27.506 35.494 48.462 19.385 23.411 3.112

8 6 0.520 12.78 10.10 106.004 26.501 33.253 67.306 22.435 27.211 2.880

11 4 0.485 13.00 10.27 171.056 31.101 41.547 33.097 16.548 19.855 3.627

10 5 0.485 13.00 10.27 154.704 30.941 39.903 51.312 20.525 24.409 3.449

DIMENSION X - X Y - YAREA Ag PESO rx

X X

Y

Y

B

H

t

R


R = radio externo




X X

Y

Y

B

H

t

R

9 6 0.485 13.00 10.27 135.616 30.137 37.774 71.641 23.880 28.478 3.229

8 7 0.485 13.00 10.27 114.763 28.691 35.161 93.115 26.604 32.062 2.971

12 6 0.400 13.35 10.54 240.557 40.093 50.502 81.151 27.050 31.100 4.245

11 7 0.400 13.35 10.54 215.851 39.246 48.268 106.914 30.547 35.334 4.021

10 8 0.400 13.35 10.54 189.334 37.867 45.635 134.065 33.516 39.167 3.766

11 4 0.520 13.82 10.92 179.529 32.642 43.865 34.490 17.245 20.899 3.604

10 5 0.520 13.82 10.92 162.480 32.496 42.144 53.680 21.472 25.740 3.429

9 6 0.520 13.82 10.92 142.474 31.661 39.903 75.114 25.038 30.061 3.211

8 7 0.520 13.82 10.92 120.551 30.138 37.143 97.751 27.929 33.862 2.953

12 4 0.485 13.97 11.04 215.856 35.976 48.291 36.093 18.046 21.560 3.930

10 6 0.485 13.97 11.04 176.659 35.332 44.518 79.017 26.339 31.153 3.556

12 4 0.520 14.86 11.74 226.847 37.808 51.035 37.638 18.819 22.709 3.907

10 6 0.520 14.86 11.74 185.846 37.169 47.074 82.922 27.641 32.911 3.536

13 7 0.400 14.95 11.81 326.157 50.178 62.415 124.338 35.525 40.614 4.671

12 8 0.400 14.95 11.81 294.381 49.064 59.782 157.169 39.292 45.247 4.438

14 4 0.485 15.91 12.57 326.880 46.697 63.233 42.085 21.043 24.970 4.532

12 6 0.485 15.91 12.57 280.165 46.694 59.460 93.768 31.256 36.502 4.196

11 7 0.485 15.91 12.57 251.492 45.726 56.846 123.994 35.427 41.541 3.975

10 8 0.485 15.91 12.57 220.568 44.114 53.748 155.849 38.962 46.095 3.723

12 10 0.400 16.55 13.07 348.205 58.034 69.062 263.062 52.612 60.995 4.587

14 4 0.520 16.94 13.38 344.269 49.181 66.936 43.936 21.968 26.328 4.508

12 6 0.520 16.94 13.38 295.378 49.230 62.975 98.538 32.846 38.610 4.175

11 7 0.520 16.94 13.38 265.197 48.218 60.214 130.503 37.287 43.971 3.956

10 8 0.520 16.94 13.38 232.579 46.516 56.933 164.192 41.048 48.811 3.705

12 4 0.640 17.79 14.05 260.241 43.374 59.722 42.034 21.017 26.266 3.825

10 6 0.640 17.79 14.05 214.053 42.811 55.198 94.710 31.570 38.470 3.469

15 5 0.485 17.85 14.10 445.164 59.355 78.471 76.029 30.412 35.358 4.993

14 6 0.485 17.85 14.10 415.468 59.353 76.342 108.520 36.173 41.852 4.824

13 7 0.485 17.85 14.10 381.581 58.705 73.729 144.580 41.309 47.861 4.623

12 8 0.485 17.85 14.10 344.474 57.412 70.630 183.240 45.810 53.384 4.393

15 5 0.520 19.02 15.03 469.928 62.657 83.196 79.772 31.909 37.388 4.970

14 6 0.520 19.02 15.03 438.758 62.680 80.955 114.154 38.051 44.309 4.803

13 7 0.520 19.02 15.03 403.072 62.011 78.194 152.338 43.525 50.710 4.603

12 8 0.520 19.02 15.03 363.909 60.651 74.914 193.286 48.322 56.591 4.374

15 7 0.485 19.79 15.64 547.346 72.980 92.551 165.166 47.190 54.180 5.259

14 8 0.485 19.79 15.64 504.056 72.008 89.452 210.630 52.658 60.674 5.046

12 10 0.485 19.79 15.64 408.782 68.130 81.799 308.387 61.677 72.207 4.545


R = radio externo




X X

Y

Y

B

H

t

R

14 4 0.640 20.35 16.07 398.019 56.860 78.787 49.260 24.630 30.567 4.423

12 6 0.640 20.35 16.07 342.833 57.139 74.263 113.097 37.699 45.331 4.105

11 7 0.640 20.35 16.07 308.029 56.005 71.041 150.605 43.030 51.753 3.891

10 8 0.640 20.35 16.07 270.124 54.025 67.179 190.132 47.533 57.535 3.644

15 7 0.520 21.10 16.67 578.956 77.194 98.255 174.173 49.764 57.449 5.238

14 8 0.520 21.10 16.67 533.248 76.178 94.974 222.381 55.595 64.370 5.027

12 10 0.520 21.10 16.67 432.440 72.073 86.853 326.044 65.209 76.651 4.527

16 8 0.485 21.73 17.17 703.194 87.899 110.214 238.021 59.505 67.964 5.688

14 10 0.485 21.73 17.17 592.643 84.663 102.562 352.297 70.459 81.436 5.222

15 5 0.640 22.91 18.10 547.816 73.042 98.470 91.055 36.422 43.849 4.890

14 6 0.640 22.91 18.10 512.253 73.179 95.888 131.484 43.828 52.191 4.729

13 7 0.640 22.91 18.10 471.029 72.466 92.666 176.492 50.426 59.893 4.535

12 8 0.640 22.91 18.10 425.425 70.904 88.804 224.800 56.200 66.956 4.310

16 8 0.520 23.18 18.31 744.756 93.094 117.115 251.475 62.869 72.149 5.668

14 10 0.520 23.18 18.31 627.737 89.677 108.994 372.777 74.555 86.511 5.204

16 10 0.485 23.67 18.70 819.941 102.493 125.264 396.206 79.241 90.666 5.885

15 11 0.485 23.67 18.70 751.711 100.228 120.710 465.988 84.725 97.645 5.635

14 12 0.485 23.67 18.70 681.231 97.319 115.671 537.400 89.567 104.138 5.364

16 10 0.520 25.26 19.96 869.364 108.670 133.214 419.509 83.902 96.370 5.866

15 11 0.520 25.26 19.96 797.014 106.268 128.374 493.644 89.753 103.811 5.617

14 12 0.520 25.26 19.96 722.227 103.175 123.013 569.502 94.917 110.731 5.347

15 7 0.640 25.47 20.12 679.790 90.639 116.850 202.380 57.823 68.034 5.167

14 8 0.640 25.47 20.12 626.486 89.498 112.988 259.469 64.867 76.376 4.960

12 10 0.640 25.47 20.12 508.016 84.669 103.344 382.264 76.453 91.140 4.466

16 12 0.485 25.61 20.23 936.687 117.086 140.313 601.708 100.285 115.308 6.047

15 13 0.485 25.61 20.23 853.893 113.852 134.790 685.434 105.451 122.287 5.77416 12 0.520 27.34 21.60 993.972 124.246 149.314 638.033 106.339 122.671 6.02915 13 0.520 27.34 21.60 906.042 120.806 143.433 727.033 111.851 130.111 5.757

16 14 0.485 27.55 21.77 1053.434 131.679 155.363 858.407 122.630 141.890 6.183

18 6 0.640 28.03 22.14 993.494 110.388 146.817 168.258 56.086 65.913 5.954

16 8 0.640 28.03 22.14 878.428 109.804 139.733 294.137 73.534 85.797 5.598

14 10 0.640 28.03 22.14 740.719 105.817 130.089 438.334 87.667 103.121 5.141

16 14 0.520 29.42 23.24 1118.579 139.822 165.413 911.205 130.172 151.051 6.166

18 8 0.640 30.59 24.16 1186.371 131.819 169.038 328.806 82.201 95.218 6.228

16 10 0.640 30.59 24.16 1029.423 128.678 159.394 494.404 98.881 115.102 5.801

15 11 0.640 30.59 24.16 943.738 125.832 153.612 582.792 105.962 124.084 5.555

14 12 0.640 30.59 24.16 854.953 122.136 147.190 673.200 112.200 132.426 5.287


R = radio externo




X X

Y

Y

B

H

t

R

18 10 0.640 33.15 26.19 1379.247 153.250 191.259 550.474 110.095 127.083 6.451

16 12 0.640 33.15 26.19 1180.418 147.552 179.055 755.792 125.965 146.967 5.968

15 13 0.640 33.15 26.19 1075.712 143.428 171.993 862.119 132.634 155.949 5.697

20 10 0.640 35.71 28.21 1795.312 179.531 225.684 606.544 121.309 139.064 7.091

18 12 0.640 35.71 28.21 1572.124 174.680 213.480 838.383 139.731 161.508 6.635

16 14 0.640 35.71 28.21 1331.413 166.427 198.716 1083.419 154.774 181.392 6.106

[cm]

2.419

1.975

2.786

2.053

2.404

2.439

2.771

1.653

2.035

2.385

1.584

1.940

2.059

2.421

2.752

2.451

1.151

1.545

1.901

1.620

2.001

2.350

1.634

2.025

2.386

2.716

3.204

1.645

2.417

1.582

1.963

2.311

1.566

1.947

2.295

1.595

1.986

ry

[cm]

ry

2.347

2.676

2.466

2.830

3.169

1.580

1.971

2.331

2.659

1.607

2.378

1.591

2.362

2.884

3.243

1.626

2.427

2.791

3.129

3.987

1.610

2.412

2.775

3.113

1.537

2.308

2.064

2.465

2.846

3.204

2.048

2.450

2.830

3.188

2.889

3.262

3.947

[cm]

ry

1.556

2.358

2.721

3.057

2.873

3.246

3.931

3.309

4.026

1.994

2.396

2.776

3.133

3.294

4.010

4.091

4.437

4.765

4.075

4.421

4.748

2.819

3.192

3.874

4.847

5.1734.8315.157

5.582

2.450

3.240

3.955

5.565

3.279

4.020

4.365

4.691

[cm]

ry

4.075

4.775

5.100

4.122

4.846

5.508

NAVE PRECIO min/MOF $ 0.32 DIST.OBRA 100 Km

↓ PRECIO HORA/MOF $ 19.20 TIEMPO VIAJE 75 min

L= 15m PRECIO min/MOM $ 0.32H= 5m PRECIO HORA/MOM $ 19.20s= 4m SUPERFICIE DE REFERENCIA 60.00 m2

h= 0.80m PESO CHAPA CAL. 25 4.08 kg/m2

LARGO PESO PESO PARCIAL PERIMETRO SUPERFICIE

[m] [kg/m] [kg] [m] [m2]

Cordón Superior 1 16.60 6.78 112.60 $ 3.50 $ 394.09 5.00 562.98 $ 180.15 0.32 5.31Cordón Inferior 1 15.00 5.24 78.67 $ 3.50 $ 275.33 5.00 393.33 $ 125.86 0.28 4.20

Diagonales Extremas 4 0.92 6.04 22.23 $ 3.50 $ 77.80 6.00 133.38 $ 42.68 0.32 1.18Diagonales Interiores 12 1.28 3.58 55.05 $ 3.50 $ 192.69 6.00 330.32 $ 105.70 0.24 3.69Montantes 15 0.80 0.88 10.54 $ 3.50 $ 36.89 5.00 52.69 $ 16.86 0.08 0.96

Cordones Interiores de Columna 8 1.25 13.38 133.84 $ 3.50 $ 468.45 5.00 669.21 $ 214.15 0.36 3.60Cordones Exteriores de Columna 8 1.25 9.28 92.81 $ 3.50 $ 324.83 5.00 464.04 $ 148.49 0.32 3.20

Montantes 6 0.50 0.88 2.63 $ 3.50 $ 9.22 5.00 13.17 $ 4.22 0.08 0.24Diagonales 8 1.34 4.98 53.40 $ 3.50 $ 186.91 5.00 267.02 $ 85.45 0.24 2.57Correas de Cubierta 16 4.00 3.24 207.65 $ 3.50 $ 726.77 3.00 622.94 $ 199.34 0.24 15.36

Correas Laterales 12 4.00 3.24 155.74 $ 3.50 $ 545.08 3.00 467.21 $ 149.51 0.24 11.52Tornapuntas de Vigas 32 0.99 1.50 47.52 $ 3.50 $ 166.31 3.00 142.55 $ 45.62 0.16 5.07

Tornapuntas de Columnas 24 0.71 1.50 25.46 $ 3.50 $ 89.10 3.00 76.37 $ 24.44 0.16 2.72Chapa 4 50.44 $ 4.00 $ 201.75 7.00 353.07 $ 112.98 0.67Anclaje 16 5.30 $ 3.00 $ 15.89 8.00 42.37 $ 13.56 0.00

17.56 kg/m2 1053.86 kg $ 3,711.10 $ 1,469.01 60.29 m2

CANTIDAD LARGO TOTAL $/mCOSTO

MATERIAL

Chapas de cubierta 8 7.625 61.00 24.00 $ 1,464.00Chapas de cierre lateral 8 6.100 48.80 24.00 $ 1,171.20

109.80 m2 $ 2,635.20

CANTIDAD VOLUMEN [m3]VOLUMEN

TOTAL$/m3 COSTO

MATERIAL

BASES H - 21 2 0.792 1.584 $ 320 $ 506.88

DESARROLLO

[m]CANTIDAD LARGO [m] TOTAL $/KG

COSTO

MATERIALmin/metro min/MOF $/MOF

Cumbrera 0.60 1 4.00 2.4 4.00 $ 39.21 9 36.00 $ 11.52canaleta 0.40 2 4.00 3.2 4.00 $ 52.28 9 72.00 $ 23.04

caños de bajada 0.30 1 5.80 1.74 4.00 $ 28.42 9 52.20 $ 16.70

codos 0.30 1 0.40 0.12 4.00 $ 1.96 11 4.40 $ 1.41

chicotes 0.30 1 0.20 0.06 4.00 $ 0.98 11 2.20 $ 0.70

desborde 0.15 1 0.20 0.03 4.00 $ 0.49 11 2.20 $ 0.70selladores 2 $ 16.00 $ 32.00

$ 139.34 $ 86.08

MEDIDA CANTIDAD $/UN COSTO ITEM

Autoperforantes 14*1 550 0.29 $ 550.29

Buloneria de union 165 0.5 $ 165.20$ 715.49

CANT./KG $/KG COSTO ITEM

ELECTRODOS Electrodos 21.1 8.40 $ 177.05

LITROS $ LITROCOSTO

MATERIAL

Sintetico 13 13.00 $ 169.00

Antioxido 13 8.20 $ 106.60$ 275.60

SUP./CANT. CANT. OPER HS/DIAShs/m2 - COEF

ZINGHORAS MONT DIAS $ MOM ITEM

Anclajes 4 3 8 2.00 8.00 0.3 $ 153.60

Estructura + chapeado 60 5 8 2.00 120.00 3.0 $ 2,304.00Zingueria 3 8 0.90 10.6 0.4 $ 202.88

$ 2,660.48

VIAJES/HS Km $/Km - $/HS COSTO ITEM

Fletes de estructura 0.12 100 Km 4.50 $ 52.69

Fletes de chapas 0.07 100 Km 4.50 $ 32.94Grua 0 280 $ 0.00

$ 85.63

TIEMPO VIAJE CANT. OP VIAJES Km $ HORA MOM COSTO

Transp. Op. coloc.pernos 1.25 3 2 $ 19.20 $ 144.00Transp. Op. Mont. estruc-chapas 1.25 5 6 $ 19.20 $ 720.00

Transp. Op. Mont. Zingueria 1.25 3 2 $ 19.20 $ 144.00

Gasto vehiculos 10 100 km $ 0.70 $ 1,400.00$ 2,408.00

ESTRUCTURA $ 3,711.10CHAPA $ 2,635.20

BASES $ 506.88ZINGUERIA $ 139.34

BULONERIA $ 715.49ELECTRODOS $ 177.05PINTURA $ 275.60

MOF $ 1,555.09MOM $ 2,660.48

MAQ. Y EQUIPOS $ 85.63GASTOS PERSONAL $ 2,408.00

COSTO→ $ 14,869.85 14.11 $/kg

PLANILLA COMPUTO Y PRESUPUESTO - PORTICO L= 15m; H= 5m; s= 4m; h= 0,80m

min/kg

CORREAS

MIEMBRO $/kgCOSTO

MATERIAL

VIGA

247.83 $/m2

RESUMEN

PERNOS ANCLAJE

MONTAJE

MAQ. Y

EQUIPOS

PINTURA

BULONERIA

CHAPAS

ZINGUERIA

GASTO PERSONAL

ITEM CANTIDAD

COLUMNA

$/MOFmin/MOF

tg a2 = 2*GT / (a2*b*cb)

tg a2 = 0.00977

tg a2 > 0,01 Mb =(b*a3*cb*taga) / 12 tg a1 > 0,01

Mb = No corresponde Ms =

tg a2 < 0,01 Mb=GT*[(0,5*a)-0,47*(GT/( b*cb*taga))0,5

] tg a1 < 0,01

Mb = 1.158 Ms =

a [m]=

b [m]=

t [m]=

s [m]=

cb [t/m3]=

ct [t/m3]=

m =

b [Gdo

sex.]=

gs [t/m3]=

ghorm [t/m3]=

tag b =

a+(2t*tag b)=

b+(2t*tag b)=

Ghorm [ton]=

Gsuelo [ton]=

ANCHO DE COLUMNA 1

ANCHO DE PORTICO 15

RH 1 -1.22

RH 2 -0.14

RH 3 0.11

RH 4 6.41

RV 1 1.61

RV 2 -7.88

RV 3 16.18

RV 4 -22.72

N -6.54

Q 5.16

FUNDACIÓN DE COLUMNAS

PLANILLA PARA CÁLCULO DE MACIZOS DE FUNDACIÓN MEDIANTE MÉTODO DE SULZBERGER

MOMENTO REACTIVO DE BASE Mb [tm] MOMENTO REACTIVO DE EMPOTRAMIENTO MS [tm]

b

a

b

t

s

GT

N

Q Mf

Ct

Cb

gs

ghorm

m

2t/3

M -92.13

tg a1 = 6*m*GT / (b*t2*ct)

tg a1 = 0.00900

Ms =(b*t3*ct*taga) / 12

No corresponde

Ms =(b*t3*ct*taga) / 36

0.80 N [ton]= 6.540

0.90 Q [ton]= 5.158

1.00 Mf [tm]= 92.134

0.10 GT [ton]= 8.44

Mf pto giro[tm]= 95.573

Ms [tm] = 0.625

3000 Mb [tm] = 1.158

2500 Ms+Mb = 1.783

0.40 Ms/Mb = 0.54

0 GIRO=( Mserv/(Ms+Mb) ) * 0,01 = 0.535973

1.60 Fs min = 1.13

2.40 Fs real = 0.02

0.00000 sh t/3 [Kg/cm2]= 14.89

0.800 sh a t [Kg/cm2]= 44.66

0.900 sv a t [Kg/cm2]= 1.21

1.90 Volumen de excavacion [m3]= 0.72

0.00 Volumen de Hormigon [m3] = 0.792

PLANILLA PARA CÁLCULO DE MACIZOS DE FUNDACIÓN MEDIANTE MÉTODO DE SULZBERGER

MOMENTO REACTIVO DE EMPOTRAMIENTO MS [tm]

0.63

Documents

PC-010 Estructura Tubulares