DISEÑO DE COLUMNAS DE CONCRETO ARMADO Dimensiones de columna H= 70 Cm B= 70 Cm Materiales fc= 280 Kg/cm2 Fy= 4200 Kg/cm2 Numero de pisos edificio: 7 W ( Peso por unidad de area) 0.7 Tn/m2 Area Tributaria: 29.32 m2 n= 0.45 Columna cent Carga total en la columna (1.25 179.585 Tn Carga axial resistente: 617.4 Estribo: 3/8 7.00 Refuerzo: Fila n di F Area 1 2 3.49 1 10.134 2 2 10.49 3/4 5.700 3 2 17.50 0 0.000 4 2 24.50 0 0.000 5 2 23.33 1 10.134 6 2 46.67 1 10.134 7 2 53.67 0 0.000 8 2 60.67 0 0.000 9 2 67.67 3/4 5.700 10 2 66.51 1 10.134 Area Total: 51.938 Area bruta Columna: 4900 Cm2 r= 0.01059949 OK Condicion Concentrica P= 1,384.338 Tn ey= 0.0021 Cb= 39.122 r≥0.01
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DISEÑO DE COLUMNAS DE CONCRETO ARMADO
Dimensiones de columnaH= 70 CmB= 70 CmMaterialesfc= 280 Kg/cm2Fy= 4200 Kg/cm2
Numero de pisos edificio: 7W ( Peso por unidad de area) 0.7 Tn/m2Area Tributaria: 29.32 m2n= 0.45 Columna centralCarga total en la columna (1.25 Ps): 179.585 TnCarga axial resistente: 617.4 OK
Estribo: 3/8 7.00
Refuerzo:
Fila n di F Area1 2 3.49 1 10.1342 2 10.49 3/4 5.7003 2 17.50 0 0.0004 2 24.50 0 0.0005 2 23.33 1 10.1346 2 46.67 1 10.1347 2 53.67 0 0.0008 2 60.67 0 0.0009 2 67.67 3/4 5.700
10 2 66.51 1 10.134Area Total: 51.938 cm2
Area bruta Columna: 4900 Cm2
r= 0.01059949
OKCondicion Concentrica: P= 1,384.338 Tney= 0.0021 Cb= 39.122 Cm
r≥0.010 20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
M (tn-m)
P(Tn
)
-6.951.3
-8.25
0.35 Columna en esquina0.35 Columna lateral0.45 Columna central
36 2.54 91.44
35.393517459.8215683
00
236.46349 Cp=472.92698
00
385.759571673.9969531864.36208
0 20 40 60 80 100 1200
100
200
300
400
500
600
700
800
900
M (tn-m)
P(Tn
)
35.89625
Cb= 39.122058823529 d= 66.51 Cmey= 0.0021
Falla Fragil E= 2000000 Kg/Cm2
39.12 3.91220588
C C d11 0 01 3.91220588 3.91220588235293 7.82441176 7.82441176470594 11.7366176 11.7366176470595 15.6488235 15.6488235294126 19.5610294 19.5610294117657 23.4732353 23.4732352941188 27.3854412 27.3854411764719 31.2976471 31.297647058824
10 35.2098529 35.20985294117611 39.1220588 39.122058823529
Centro plastico:C= 3.912Acero:di Ai e si F brazo
1 3.49 10.13 -0.000322 -643.69 -6,523.22 32.402 10.49 5.70 0.005047 4,200.00 23,941.93 25.403 17.50 0.00 0.010416 4,200.00 0.00 18.404 24.50 0.00 0.015785 4,200.00 0.00 11.405 23.33 10.13 0.014893 4,200.00 42,563.43 12.566 46.67 10.13 0.032785 4,200.00 42,563.43 -10.777 53.67 0.00 0.038155 4,200.00 0.00 -17.778 60.67 0.00 0.043524 4,200.00 0.00 -24.779 67.67 5.70 0.048893 4,200.00 23,941.93 -31.78
10 66.51 10.13 0.048000 4,200.00 42,563.43 -30.61169,050.92
Concreto: a= 3.325375 cmb= 70 cmfc= 280 Kg/cm2 brazo=Pc= -55,400.75 M=
P= 113,650.18 M= -3,487,156.38-113.65 M= 34.87
C= 7.824Acero:di Ai e si F brazo
3.49 10.13 -0.001661 -3,321.84 -33,664.06 32.4010.49 5.70 0.001024 2,047.25 11,670.27 25.40
17.50 0.00 0.003708 4,200.00 0.00 18.4024.50 0.00 0.006393 4,200.00 0.00 11.4023.33 10.13 0.005946 4,200.00 42,563.43 12.5646.67 10.13 0.014893 4,200.00 42,563.43 -10.7753.67 0.00 0.017577 4,200.00 0.00 -17.7760.67 0.00 0.020262 4,200.00 0.00 -24.7767.67 5.70 0.022946 4,200.00 23,941.93 -31.7866.51 10.13 0.022500 4,200.00 42,563.43 -30.61
129,638.42Concreto: a= 6.65075 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -110,801.49 M=
P= 18,836.93 M= -6,390,683.82-18.84 M= 63.91
C= 11.737Acero:di Ai e si F brazo
3.49 10.13 -0.002107 -4,200.00 -42,563.43 32.4010.49 5.70 -0.000318 -635.17 -3,620.74 25.4017.50 0.00 0.001472 2,944.23 0.00 18.4024.50 0.00 0.003262 4,200.00 0.00 11.4023.33 10.13 0.002964 4,200.00 42,563.43 12.5646.67 10.13 0.008928 4,200.00 42,563.43 -10.7753.67 0.00 0.010718 4,200.00 0.00 -17.7760.67 0.00 0.012508 4,200.00 0.00 -24.7767.67 5.70 0.014298 4,200.00 23,941.93 -31.7866.51 10.13 0.014000 4,200.00 42,563.43 -30.61
105,448.04Concreto: a= 9.976125 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -166,202.24 M=
P= -60,754.20 M= -8,595,588.6660.75 M= 85.96
C= 15.649Acero:di Ai e si F brazo
3.49 10.13 -0.002330 -4,200.00 -42,563.43 32.4010.49 5.70 -0.000988 -1,976.37 -11,266.24 25.4017.50 0.00 0.000354 708.17 0.00 18.4024.50 0.00 0.001696 3,392.72 0.00 11.4023.33 10.13 0.001473 2,946.36 29,858.85 12.5646.67 10.13 0.005946 4,200.00 42,563.43 -10.77
53.67 0.00 0.007289 4,200.00 0.00 -17.7760.67 0.00 0.008631 4,200.00 0.00 -24.7767.67 5.70 0.009973 4,200.00 23,941.93 -31.7866.51 10.13 0.009750 4,200.00 42,563.43 -30.61
85,097.96Concreto: a= 13.3015 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -221,602.99 M=
P= -136,505.03 M= -10,293,287.14136.51 M= 102.93
C= 19.561Acero:di Ai e si F brazo
3.49 10.13 -0.002464 -4,200.00 -42,563.43 32.4010.49 5.70 -0.001391 -2,781.10 -15,853.55 25.4017.50 0.00 -0.000317 -633.46 0.00 18.4024.50 0.00 0.000757 1,514.18 0.00 11.4023.33 10.13 0.000579 1,157.09 11,726.10 12.5646.67 10.13 0.004157 4,200.00 42,563.43 -10.7753.67 0.00 0.005231 4,200.00 0.00 -17.7760.67 0.00 0.006305 4,200.00 0.00 -24.7767.67 5.70 0.007379 4,200.00 23,941.93 -31.7866.51 10.13 0.007200 4,200.00 42,563.43 -30.61
62,377.91Concreto: a= 16.626875 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -277,003.74 M=
P= -214,625.83 M= -11,797,266.30214.63 M= 117.97
C= 23.473Acero:di Ai e si F brazo
3.49 10.13 -0.002554 -4,200.00 -42,563.43 32.4010.49 5.70 -0.001659 -3,317.58 -18,911.75 25.4017.50 0.00 -0.000764 -1,527.89 0.00 18.4024.50 0.00 0.000131 261.81 0.00 11.4023.33 10.13 -0.000018 -35.76 -362.40 12.5646.67 10.13 0.002964 4,200.00 42,563.43 -10.7753.67 0.00 0.003859 4,200.00 0.00 -17.7760.67 0.00 0.004754 4,200.00 0.00 -24.7767.67 5.70 0.005649 4,200.00 23,941.93 -31.7866.51 10.13 0.005500 4,200.00 42,563.43 -30.61
47,231.21Concreto: a= 19.95225 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -332,404.49 M=
P= -285,173.28 M= -13,002,241.44285.17 M= 130.02
C= 27.385Acero:di Ai e si F brazo
3.49 10.13 -0.002617 -4,200.00 -42,563.43 32.4010.49 5.70 -0.001850 -3,700.79 -21,096.18 25.4017.50 0.00 -0.001083 -2,166.76 0.00 18.4024.50 0.00 -0.000316 -632.73 0.00 11.4023.33 10.13 -0.000444 -887.79 -8,997.04 12.5646.67 10.13 0.002112 4,200.00 42,563.43 -10.7753.67 0.00 0.002879 4,200.00 0.00 -17.7760.67 0.00 0.003646 4,200.00 0.00 -24.7767.67 5.70 0.004413 4,200.00 23,941.93 -31.7866.51 10.13 0.004286 4,200.00 42,563.43 -30.61
36,412.14Concreto: a= 23.277625 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -387,805.23 M=
P= -351,393.10 M= -13,957,402.19351.39 M= 139.57
C= 31.298Acero:di Ai e si F brazo
3.49 10.13 -0.002665 -4,200.00 -42,563.43 32.4010.49 5.70 -0.001994 -3,988.19 -22,734.50 25.4017.50 0.00 -0.001323 -2,645.91 0.00 18.4024.50 0.00 -0.000652 -1,303.64 0.00 11.4023.33 10.13 -0.000763 -1,526.82 -15,473.03 12.5646.67 10.13 0.001473 2,946.36 29,858.85 -10.7753.67 0.00 0.002144 4,200.00 0.00 -17.7760.67 0.00 0.002815 4,200.00 0.00 -24.7767.67 5.70 0.003487 4,200.00 23,941.93 -31.7866.51 10.13 0.003375 4,200.00 42,563.43 -30.61
15,593.25Concreto: a= 26.603 cm
b= 70 cmfc= 280 Kg/cm2 brazo=
Pc= -443,205.98 M=
P= -427,612.73 M= -14,550,509.70427.61 M= 145.51
C= 35.210Acero:di Ai e si F brazo
3.49 10.13 -0.002702 -4,200.00 -42,563.43 32.4010.49 5.70 -0.002106 -4,200.00 -23,941.93 25.4017.50 0.00 -0.001509 -3,018.59 0.00 18.4024.50 0.00 -0.000913 -1,825.46 0.00 11.4023.33 10.13 -0.001012 -2,023.84 -20,509.90 12.5646.67 10.13 0.000976 1,952.32 19,785.10 -10.7753.67 0.00 0.001573 3,145.45 0.00 -17.7760.67 0.00 0.002169 4,200.00 0.00 -24.7767.67 5.70 0.002766 4,200.00 23,941.93 -31.7866.51 10.13 0.002667 4,200.00 42,563.43 -30.61
-724.80Concreto: a= 29.928375 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -498,606.73 M=
P= -499,331.53 M= -14,958,699.13499.33 M= 149.59
C= 39.122Acero:di Ai e si F brazo
3.49 10.13 -0.002732 -4,200.00 -42,563.43 32.4010.49 5.70 -0.002195 -4,200.00 -23,941.93 25.4017.50 0.00 -0.001658 -3,316.73 0.00 18.4024.50 0.00 -0.001121 -2,242.91 0.00 11.4023.33 10.13 -0.001211 -2,421.46 -24,539.40 12.5646.67 10.13 0.000579 1,157.09 11,726.10 -10.7753.67 0.00 0.001115 2,230.91 0.00 -17.7760.67 0.00 0.001652 3,304.73 0.00 -24.7767.67 5.70 0.002189 4,200.00 23,941.93 -31.7866.51 10.13 0.002100 4,200.00 42,563.43 -30.61
-12,813.30Concreto: a= 33.25375 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -554,007.48 M=
P= -566,820.78 M= -15,161,033.23566.82 M= 151.61
35.89625
momento-211,376.74608,174.86
0.000.00
534,720.80-458,425.86
0.000.00
-760,764.75-1,302,919.74-1,590,591.42
34.2335625-1,896,564.95
momento-1,090,841.72
296,449.09
0.000.00
534,720.80-458,425.86
0.000.00
-760,764.75-1,302,919.74-2,781,782.18
32.570875-3,608,901.64
momento-1,379,214.69
-91,974.350.000.00
534,720.80-458,425.86
0.000.00
-760,764.75-1,302,919.74-3,458,578.59
30.9081875-5,137,010.07
momento-1,379,214.69
-286,186.070.000.00
375,114.21-458,425.86
0.000.00
-760,764.75-1,302,919.74-3,812,396.90
29.2455-6,480,890.24
momento-1,379,214.69
-402,713.100.000.00
147,314.00-458,425.86
0.000.00
-760,764.75-1,302,919.74-4,156,724.14
27.5828125-7,640,542.15
momento-1,379,214.69
-480,397.790.000.00
-4,552.81-458,425.86
0.000.00
-760,764.75-1,302,919.74
-4,386,275.64
25.920125-8,615,965.80
momento-1,379,214.69
-535,886.850.000.00
-113,029.11-458,425.86
0.000.00
-760,764.75-1,302,919.74-4,550,241.00
24.2574375-9,407,161.19
momento-1,379,214.69
-577,503.650.000.00
-194,386.33-321,592.23
0.000.00
-760,764.75-1,302,919.74-4,536,381.38
22.59475
-10,014,128.32
momento-1,379,214.69
-608,174.860.000.00
-257,664.16-213,093.75
0.000.00
-760,764.75-1,302,919.74-4,521,831.95
20.9320625-10,436,867.18
momento-1,379,214.69
-608,174.860.000.00
-308,286.43-126,294.96
0.000.00
-760,764.75-1,302,919.74-4,485,655.44
19.269375-10,675,377.79
Cb= 39.122058823529 d= 66.51 Cmey= 0.0021
Falla Fragil E= 2000000 Kg/Cm2
27.39 2.73854412
C C d11 0 01 2.73854412 41.8606029411763 5.47708824 44.5991470588244 8.21563235 47.3376911764715 10.9541765 50.0762352941186 13.6927206 52.8147794117657 16.4312647 55.5533235294128 19.1698088 58.2918676470599 21.9083529 61.030411764706
10 24.6468971 63.76895588235311 27.3854412 66.5075
Centro plastico:C= 41.861Acero:di Ai e si F brazo
1 3.49 10.13 -0.002750 -4,200.00 -42,563.43 32.402 10.49 5.70 -0.002248 -4,200.00 -23,941.93 25.403 17.50 0.00 -0.001746 -3,492.27 0.00 18.404 24.50 0.00 -0.001244 -2,488.70 0.00 11.405 23.33 10.13 -0.001328 -2,655.57 -26,911.91 12.566 46.67 10.13 0.000344 688.87 6,981.08 -10.777 53.67 0.00 0.000846 1,692.44 0.00 -17.778 60.67 0.00 0.001348 2,696.00 0.00 -24.779 67.67 5.70 0.001850 3,699.57 21,089.27 -31.78
10 66.51 10.13 0.001766 3,532.71 35,801.01 -30.61-29,545.90
Concreto: a= 35.5815125 cmb= 70 cmfc= 280 Kg/cm2 brazo=Pc= -592,788.00 M=
P= -622,333.90 M= -14,899,424.24622.33 M= 148.99
C= 44.599Acero:di Ai e si F brazo
3.49 10.13 -0.002765 -4,200.00 -42,563.43 32.4010.49 5.70 -0.002294 -4,200.00 -23,941.93 25.40
17.50 0.00 -0.001823 -3,646.26 0.00 18.4024.50 0.00 -0.001352 -2,704.31 0.00 11.4023.33 10.13 -0.001430 -2,860.93 -28,993.06 12.5646.67 10.13 0.000139 278.15 2,818.78 -10.7753.67 0.00 0.000610 1,220.09 0.00 -17.7760.67 0.00 0.001081 2,162.04 0.00 -24.7767.67 5.70 0.001552 3,103.99 17,694.14 -31.7866.51 10.13 0.001474 2,947.37 29,869.07 -30.61
-45,116.41Concreto: a= 37.909275 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -631,568.52 M=
P= -676,684.94 M= -14,558,343.98676.68 M= 145.58
C= 47.338Acero:di Ai e si F brazo
3.49 10.13 -0.002779 -4,200.00 -42,563.43 32.4010.49 5.70 -0.002335 -4,200.00 -23,941.93 25.4017.50 0.00 -0.001891 -3,782.42 0.00 18.4024.50 0.00 -0.001447 -2,894.97 0.00 11.4023.33 10.13 -0.001521 -3,042.53 -30,833.41 12.5646.67 10.13 -0.000043 -85.05 -861.93 -10.7753.67 0.00 0.000401 802.40 0.00 -17.7760.67 0.00 0.000845 1,689.86 0.00 -24.7767.67 5.70 0.001289 2,577.31 14,691.84 -31.7866.51 10.13 0.001215 2,429.75 24,623.47 -30.61
-58,885.38Concreto: a= 40.2370375 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -670,349.04 M=
P= -729,234.42 M= -14,162,645.59729.23 M= 141.63
C= 50.076Acero:di Ai e si F brazo
3.49 10.13 -0.002791 -4,200.00 -42,563.43 32.4010.49 5.70 -0.002371 -4,200.00 -23,941.93 25.4017.50 0.00 -0.001952 -3,903.70 0.00 18.4024.50 0.00 -0.001532 -3,064.78 0.00 11.4023.33 10.13 -0.001602 -3,204.26 -32,472.48 12.5646.67 10.13 -0.000204 -408.53 -4,140.06 -10.77
53.67 0.00 0.000215 430.40 0.00 -17.7760.67 0.00 0.000635 1,269.32 0.00 -24.7767.67 5.70 0.001054 2,108.24 12,017.92 -31.7866.51 10.13 0.000984 1,968.75 19,951.61 -30.61
-71,148.36Concreto: a= 42.5648 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -709,129.57 M=
P= -780,277.93 M= -13,706,479.64780.28 M= 137.06
C= 52.815Acero:di Ai e si F brazo
3.49 10.13 -0.002802 -4,200.00 -42,563.43 32.4010.49 5.70 -0.002404 -4,200.00 -23,941.93 25.4017.50 0.00 -0.002006 -4,012.39 0.00 18.4024.50 0.00 -0.001608 -3,216.97 0.00 11.4023.33 10.13 -0.001675 -3,349.23 -33,941.57 12.5646.67 10.13 -0.000349 -698.45 -7,078.23 -10.7753.67 0.00 0.000048 96.97 0.00 -17.7760.67 0.00 0.000446 892.39 0.00 -24.7767.67 5.70 0.000844 1,687.81 9,621.29 -31.7866.51 10.13 0.000778 1,555.56 15,764.23 -30.61
-82,139.63Concreto: a= 44.8925625 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -747,910.09 M=
P= -830,049.72 M= -13,185,209.90830.05 M= 131.85
C= 55.553Acero:di Ai e si F brazo
3.49 10.13 -0.002811 -4,200.00 -42,563.43 32.4010.49 5.70 -0.002433 -4,200.00 -23,941.93 25.4017.50 0.00 -0.002055 -4,110.37 0.00 18.4024.50 0.00 -0.001677 -3,354.16 0.00 11.4023.33 10.13 -0.001740 -3,479.90 -35,265.81 12.5646.67 10.13 -0.000480 -959.80 -9,726.73 -10.7753.67 0.00 -0.000102 -203.59 0.00 -17.7760.67 0.00 0.000276 552.62 0.00 -24.7767.67 5.70 0.000654 1,308.83 7,460.95 -31.7866.51 10.13 0.000592 1,183.10 11,989.70 -30.61
-92,047.25Concreto: a= 47.220325 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -786,690.61 M=
P= -878,737.87 M= -12,595,114.34878.74 M= 125.95
C= 58.292Acero:di Ai e si F brazo
3.49 10.13 -0.002820 -4,200.00 -42,563.43 32.4010.49 5.70 -0.002460 -4,200.00 -23,941.93 25.4017.50 0.00 -0.002100 -4,199.15 0.00 18.4024.50 0.00 -0.001739 -3,478.46 0.00 11.4023.33 10.13 -0.001799 -3,598.29 -36,465.64 12.5646.67 10.13 -0.000598 -1,196.59 -12,126.38 -10.7753.67 0.00 -0.000238 -475.90 0.00 -17.7760.67 0.00 0.000122 244.78 0.00 -24.7767.67 5.70 0.000483 965.47 5,503.60 -31.7866.51 10.13 0.000423 845.64 8,569.82 -30.61
-101,023.96Concreto: a= 49.5480875 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -825,471.14 M=
P= -926,495.09 M= -11,933,170.36926.50 M= 119.33
C= 61.030Acero:di Ai e si F brazo
3.49 10.13 -0.002828 -4,200.00 -42,563.43 32.4010.49 5.70 -0.002484 -4,200.00 -23,941.93 25.4017.50 0.00 -0.002140 -4,200.00 0.00 18.4024.50 0.00 -0.001796 -3,591.61 0.00 11.4023.33 10.13 -0.001853 -3,706.06 -37,557.78 12.5646.67 10.13 -0.000706 -1,412.12 -14,310.67 -10.7753.67 0.00 -0.000362 -723.78 0.00 -17.7760.67 0.00 -0.000018 -35.43 0.00 -24.7767.67 5.70 0.000326 652.91 3,721.90 -31.7866.51 10.13 0.000269 538.46 5,456.85 -30.61
-109,195.06Concreto: a= 51.87585 cm
b= 70 cmfc= 280 Kg/cm2 brazo=
Pc= -864,251.66 M=
P= -973,446.72 M= -11,196,897.88973.45 M= 111.97
C= 63.769Acero:di Ai e si F brazo
3.49 10.13 -0.002836 -4,200.00 -42,563.43 32.4010.49 5.70 -0.002506 -4,200.00 -23,941.93 25.4017.50 0.00 -0.002177 -4,200.00 0.00 18.4024.50 0.00 -0.001848 -3,695.04 0.00 11.4023.33 10.13 -0.001902 -3,804.57 -38,556.13 12.5646.67 10.13 -0.000805 -1,609.15 -16,307.35 -10.7753.67 0.00 -0.000475 -950.36 0.00 -17.7760.67 0.00 -0.000146 -291.58 0.00 -24.7767.67 5.70 0.000184 367.20 2,093.24 -31.7866.51 10.13 0.000129 257.67 2,611.25 -30.61
-116,664.35Concreto: a= 54.2036125 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -903,032.18 M=
P= ### M= -10,384,242.861,019.70 M= 103.84
C= 66.508Acero:di Ai e si F brazo
3.49 10.13 -0.002842 -4,200.00 -42,563.43 32.4010.49 5.70 -0.002527 -4,200.00 -23,941.93 25.4017.50 0.00 -0.002211 -4,200.00 0.00 18.4024.50 0.00 -0.001895 -3,789.95 0.00 11.4023.33 10.13 -0.001947 -3,894.97 -39,472.25 12.5646.67 10.13 -0.000895 -1,789.95 -18,139.61 -10.7753.67 0.00 -0.000579 -1,158.29 0.00 -17.7760.67 0.00 -0.000263 -526.63 0.00 -24.7767.67 5.70 0.000053 105.03 598.69 -31.7866.51 10.13 0.000000 0.00 0.00 -30.61
-123,518.52Concreto: a= 56.531375 cm
b= 70 cmfc= 280 Kg/cm2 brazo=Pc= -941,812.71 M=
P= ### M= -9,493,489.551,065.33 M= 94.93
35.89625
momento-1,379,214.69
-608,174.860.000.00
-338,092.07-75,189.14
0.000.00
-670,120.29-1,095,913.80-4,166,704.84
18.10549375-10,732,719.40
momento-1,379,214.69
-608,174.86
0.000.00
-364,237.36-30,359.47
0.000.00
-562,238.80-914,329.64
-3,858,554.82
16.9416125-10,699,789.16
momento-1,379,214.69
-608,174.860.000.00
-387,357.589,283.30
0.000.00
-466,839.47-753,755.22
-3,586,058.52
15.77773125-10,576,587.07
momento-1,379,214.69
-608,174.860.000.00
-407,949.0344,590.14
0.000.00
-381,874.44-610,743.63
-3,343,366.50
14.61385-10,363,113.14
momento-1,379,214.69
-608,174.860.000.00
-426,405.0676,235.53
0.000.00
-305,720.60-482,562.87
-3,125,842.55
13.44996875-10,059,367.36
momento-1,379,214.69
-608,174.860.000.00
-443,041.49104,760.95
0.000.00
-237,074.88-367,019.65
-2,929,764.61
12.2860875-9,665,349.73
momento-1,379,214.69
-608,174.860.000.00
-458,114.76130,606.13
0.000.00
-174,879.10-262,332.83
-2,752,110.11
11.12220625-9,181,060.25
momento-1,379,214.69
-608,174.860.000.00
-471,835.30154,131.87
0.000.00
-118,264.99-167,040.99
-2,590,398.96
9.958325
-8,606,498.92
momento-1,379,214.69
-608,174.860.000.00
-484,377.40175,637.00
0.000.00
-66,513.44-79,933.73
-2,442,577.11
8.79444375-7,941,665.75
momento-1,379,214.69
-608,174.860.000.00
-495,886.61195,371.11
0.000.00
-19,023.780.00
-2,306,928.83
7.6305625-7,186,560.73
Cb= 39.122058823529 d= 66.51 Cmey= 0.0021
Falla Fragil E= 2000000 Kg/Cm2
27.39 2.73854412
C C d11 0 01 2.73854412 41.8606029411763 5.47708824 44.5991470588244 8.21563235 47.3376911764715 10.9541765 50.0762352941186 13.6927206 52.8147794117657 16.4312647 55.5533235294128 19.1698088 58.2918676470599 21.9083529 61.030411764706
10 24.6468971 63.76895588235311 27.3854412 66.5075
Centro plastico:C= 39.122Acero:di Ai e si F brazo
1 3.49 10.13 -0.002732 -4,200.00 -42,563.43 32.402 10.49 5.70 -0.002195 -4,200.00 -23,941.93 25.403 17.50 0.00 -0.001658 -3,316.73 0.00 18.404 24.50 0.00 -0.001121 -2,242.91 0.00 11.405 23.33 10.13 -0.001211 -2,421.46 -24,539.40 12.566 46.67 10.13 0.000579 1,157.09 11,726.10 -10.777 53.67 0.00 0.001115 2,230.91 0.00 -17.778 60.67 0.00 0.001652 3,304.73 0.00 -24.779 67.67 5.70 0.002189 4,200.00 23,941.93 -31.78
10 66.51 10.13 0.002100 4,200.00 42,563.43 -30.61-12,813.30
Concreto: a= 33.25375 cmb= 70 cmfc= 280 Kg/cm2 brazo=Pc= -554,007.48 M=
P= -566,820.78 M= -15,161,033.23566.82 M= 151.61
35.89625
momento-1,379,214.69
-608,174.860.000.00
-308,286.43-126,294.96
0.000.00
-760,764.75-1,302,919.74-4,485,655.44
19.269375-10,675,377.79
TABAL RESUMEN 823.680854
M P P FM FP0 1384.33757 1384.33757 0 969.036299 823.680854
10 94.93 1,065.33 1,065.33 66.4544269 745.731859 745.7318599 103.84 1,019.70 1,019.70 72.6897 713.787572 713.7875728 111.97 973.45 973.45 78.3782852 681.412703 681.4127037 119.33 926.50 926.50 83.5321925 648.546565 648.5465656 125.95 878.74 878.74 88.1658004 615.116506 615.1165065 131.85 830.05 830.05 92.2964693 581.034805 581.0348054 137.06 780.28 780.28 95.9453575 546.194552 546.1945523 141.63 729.23 729.23 99.1385191 510.464097 510.4640972 145.58 676.68 676.68 101.908408 473.679455 473.6794551 148.99 622.33 622.33 104.29597 435.633731 435.633731
B 151.61 566.82 566.82 106.127233 396.774543 396.7745439 149.59 499.33 499.33 104.710894 349.532071 349.5320718 145.51 427.61 427.61 101.853568 299.32891 299.328917 139.57 351.39 351.39 97.7018153 245.975168 245.9751686 130.02 285.17 285.17 91.0156901 199.621294 199.6212945 117.97 214.63 214.63 82.5808641 150.23808 150.238084 102.93 136.51 136.51 72.05301 95.5535211 95.55352113 85.96 60.75 60.75 60.1691206 42.5279387 42.52793872 63.91 -18.84 0 44.7347867 0 01 34.87 -113.65 0 24.4100946 0 0
cierre 0 0 0 0 0
Lnea0 0
106.127233 396.774543
0 20 40 60 80 100 1200
100
200
300
400
500
600
700
800
900
Iteraccion FactoradoLinea
M (tn-m)
P(Tn
)
CURVA de ITERACCION
0 20 40 60 80 100 1200
100
200
300
400
500
600
700
800
900
Iteraccion FactoradoLinea
M (tn-m)
P(Tn
)
Story Column Load Loc P V2 V3 TSOTANO2 C14 COMB1 0 -243.84 -0.68 -0.01 0SOTANO2 C14 COMB1 1.25 -243.05 -0.68 -0.01 0SOTANO2 C14 COMB1 2.5 -242.26 -0.68 -0.01 0SOTANO2 C14 COMB2 MAX 0 -205.89 -0.47 0 0SOTANO2 C14 COMB2 MAX 1.25 -205.19 -0.47 0 0SOTANO2 C14 COMB2 MAX 2.5 -204.49 -0.47 0 0SOTANO2 C14 COMB2 MIN 0 -208.06 -0.67 -0.03 0SOTANO2 C14 COMB2 MIN 1.25 -207.36 -0.67 -0.03 0SOTANO2 C14 COMB2 MIN 2.5 -206.65 -0.67 -0.03 0SOTANO2 C14 COMB3 MAX 0 -206.77 -0.56 0.08 0SOTANO2 C14 COMB3 MAX 1.25 -206.07 -0.56 0.08 0SOTANO2 C14 COMB3 MAX 2.5 -205.36 -0.56 0.08 0SOTANO2 C14 COMB3 MIN 0 -207.18 -0.59 -0.1 0SOTANO2 C14 COMB3 MIN 1.25 -206.48 -0.59 -0.1 0SOTANO2 C14 COMB3 MIN 2.5 -205.78 -0.59 -0.1 0SOTANO2 C14 COMB4 MAX 0 -112.74 -0.28 0.08 0SOTANO2 C14 COMB4 MAX 1.25 -112.24 -0.28 0.08 0SOTANO2 C14 COMB4 MAX 2.5 -111.73 -0.28 0.08 0SOTANO2 C14 COMB4 MIN 0 -113.16 -0.31 -0.09 0SOTANO2 C14 COMB4 MIN 1.25 -112.65 -0.31 -0.09 0SOTANO2 C14 COMB4 MIN 2.5 -112.14 -0.31 -0.09 0SOTANO2 C14 COMB5 MAX 0 -111.87 -0.2 0.01 0SOTANO2 C14 COMB5 MAX 1.25 -111.36 -0.2 0.01 0SOTANO2 C14 COMB5 MAX 2.5 -110.85 -0.2 0.01 0SOTANO2 C14 COMB5 MIN 0 -114.03 -0.4 -0.02 0SOTANO2 C14 COMB5 MIN 1.25 -113.52 -0.4 -0.02 0SOTANO2 C14 COMB5 MIN 2.5 -113.02 -0.4 -0.02 0
M2 M3 M P0 0 0 243.84
0.018 0.847 0.847 243.050.037 1.693 1.693 242.26
0 0 0 205.890.035 0.843 0.843 205.19
0.07 1.685 1.685 204.490 0 0 208.06
-0.004 0.585 0.585 207.36-0.008 1.17 1.17 206.65
0 0 0 206.770.126 0.732 0.732 206.070.252 1.464 1.464 205.36
0 0 0 207.18-0.095 0.696 0.696 206.48-0.189 1.391 1.391 205.78
0 0 0 112.740.118 0.391 0.391 112.240.237 0.782 0.782 111.73
0 0 0 113.16-0.102 0.354 0.354 112.65-0.204 0.709 0.709 112.14
0 0 0 111.870.028 0.501 0.501 111.360.056 1.003 1.003 110.85
0 0 0 114.03-0.011 0.244 0.244 113.52-0.023 0.488 0.488 113.02
HOJA DE METRADOS DE ESTRUCTURAS
Proyecto PIP MAYOR MEJORAMIENTO DE LOS SERVICIOS DE CULTURA, DEPORTE Y RECREACIÓN
EN EL PARQUE ZONAL HUÁSCAR DEL DISTRITO DE VILLA EL SALVADOR-LIMA
INFRAESTRUCTURA DEPORTIVA EN EL PARQUE ZONAL HUASCAR
Propietario MUNICIPALIDAD METROPOLITANA DE LIMA
SERVICIO DE PARQUES-SERPAR
Ubicación
Partida 04.00 CONCRETO ARMADO
04.01 Zapata
Descripción. Cant. Concreto m3 Encofrado m2
Largo Ancho Altura Subtotal. Cant Largo
100 25.00
65 20.00
a b c
24.00 65 10.00
a b c
65.00 65 10.00
120 25.00
100 25.00
85 20.00
a b c
40.00 85 10.00
a b c
85.00 85 10.00
120 25.00
Total m3 214.00
04.02 Muro de contension
Descripción. Cant. Concreto m3 Encofrado m2
Largo Ancho Altura Subtotal. Cant Largo
1-1 1 37.56 0.25 3.05 28.64 2 37.56
2-2 1 50.44 0.20 3.70 37.33 2 50.44
Total m3 65.97
04.03 Columnas
Descripción. Cant. Concreto m3 Encofrado m2
Largo Ancho Altura Subtotal. Cant Largo
C-1 14 3.24 0.25 0.35 3.97 14 3.24
14
14
C-2 14 6.70 0.25 0.35 8.21 14 6.70
14
14
Total m3 12.18
04.04 Vigas
Descripción. Cant. Concreto m3 Encofrado m2
Largo Ancho Altura Subtotal. Cant Largo
PORTICO-1 14 Area: 3.38 0.30 14.20 3.38 2.00
14
14
14
Viga Vd 1 50.44 0.33 0.65 10.82 50.44 2.25
1 50.44 0.77 0.15 5.83
1
1
Total m3 30.84
04.05 Galerias
Descripción. Cant. Concreto m3 Encofrado m2
Largo Ancho Altura Subtotal. Cant Largo
4 60 0.65 0.25 39 60
4 60 0.2 0.5 24
Total m3 63.00
Encofrado m2 Acero Pieza Long Long Factor
total
Kg
Alt/Anch. Sub total. x elem. x pieza Total
150.00 3/4'' 12 1.50 18 2.26 40.68
105.00 1/2'' 7 1.05 7.35 1.02 7.50
198.00 3/8'' 7 1.98 13.86 0.60 8.32
280.00 3/8'' 8 2.80 22.4 0.60 13.44
170.00 3/8'' 12 1.70 20.4 0.60 12.24
150.00 3/4'' 12 1.50 18 2.26 40.68
125.00 1/2'' 7 1.25 8.75 1.02 8.93
270.00 3/8'' 7 2.70 18.9 0.60 11.34
360.00 3/8'' 7 3.60 25.2 0.60 15.12
170.00 3/8'' 12 1.70 20.4 0.60 12.24
m2 1,978.00 Kg 170.48
Encofrado m2 Acero Pieza Long Long Factor
total
Kg
Alt/Anch. Sub total. x elem. x pieza Total
3.05 229.12 5/8'' 187.8 3.95 741.81 1.65 1,223.99
1/2'' 187.8 3.95 741.81 1.02 756.65
1/2'' 26 38.06 989.56 1.02 1,009.35
3.05 307.68 1/2'' 252.2 4.50 1134.9 1.02 1,157.60
1/2'' 252.2 4.50 1134.9 1.02 1,157.60
3/8'' 30 50.94 1528.2 0.60 916.92
m2 536.80 Kg 6,222.10
Encofrado m2 Acero Pieza Long Long Factor
total
Kg
Alt/Anch. Sub total. x elem. x pieza Total
1.20 54.43 1/2'' 6 4.22 354.48 1.02 361.57
3/8'' 26 0.70 254.8 0.60 152.88
3/8'' 26 0.70 254.8 0.60 152.88
1.20 112.56 1/2'' 6 7.56 635.04 1.02 647.74
3/8'' 52 0.70 509.6 0.60 305.76
3/8'' 52 0.70 509.6 0.60 305.76
m2 166.99 Kg 1,926.59
Encofrado m2 Acero Pieza Long Long Factor
total
Kg
Alt/Anch. Sub total. x elem. x pieza Total
0.30 111.44 1/2'' 2 5.76 161.28 1.02 164.51
1/2'' 2 5.76 161.28 1.02 164.51
3/8'' 40 1.20 672 0.60 403.20
3/8'' 5 2.35 164.5 0.60 98.70
113.49 5/8'' 4 50.94 203.76 1.65 336.20
3/8'' 8 50.94 407.52 0.60 244.51
3/8'' 336.266666667 1.70 571.65333333 0.60 342.99
3/8'' 336.266666667 2.31 776.776 0.60 466.07
m2 224.93 Kg 2,220.68
Encofrado m2 Acero Pieza Long Long Factor
total
Kg
Alt/Anch. Sub total. x elem. x pieza Total
5.57 334.2 5/8'' 16.00 60.25 964.00 1.65 1,590.60
3/8'' 34.00 60.25 2,048.50 0.60 1,229.10
3/8'' 400.00 1.60 640.00 0.60 384.00
1/4'' 400.00 2.15 860.00 0.25 215.00
m2 334.20 Kg 3,418.70
1/4'' 3/8'' 1/2'' 5/8'' 3/4'' 1 ''
40.68
7.50
8.32
12.24
40.68
8.93
11.34
15.12
12.24
- 59.26 16.42 - 81.36 - 157.04
1/4'' 3/8'' 1/2'' 5/8'' 3/4'' 1 ''
1,223.99
756.65
1,009.35
1,157.60
1,157.60
916.92
0.00 916.92 4,081.19 1,223.99 0.00 0.00 6,222.10
1/4'' 3/8'' 1/2'' 5/8'' 3/4'' 1 ''
361.57
152.88
152.88
647.74
305.76
305.76
- 917.28 1,009.31 - - - 1,926.59
1/4'' 3/8'' 1/2'' 5/8'' 3/4'' 1 ''
164.51
164.51
403.20
98.70
336.20
244.51
342.99
466.07
0.00 1,555.47 329.01 336.20 0.00 0.00 2,220.68
1/4'' 3/8'' 1/2'' 5/8'' 3/4'' 1 ''
1,590.60
1,229.10
384.00
215.00
215.00 1,613.10 - 1,590.60 - - 3,418.70
0.73 kg/m3
94.32 kg/m3
158.22
72.00383902
54.26507937
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