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PORTICO EJE 1-11ER NIVEL:TRAMO A-B TRAMO B-CM-1 2 T.m f'c= 210 M-1 3.127 T.m f'c=M-2 3.127 T.m fy= 4200 M-2 3.02 T.m fy=M+3 1.65 T.m beta= 0.85 M-3 1.43 T.m beta=LUZ 4.03 m LUZ 4.16 mb 25 cm b 25 cmH 30 cm H 20 cmDiam. Estri.3/ 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2 Para M-1 3.127
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 2.3423 >>> a= 2.20455 As= 3.66224 >>> a=As= 2.3334 >>> a= 2.19613 As= 3.751 >>> a=As= 2.333 >>> a= 2.19572 As= 3.75812 >>> a=As= 2.3329 >>> a= 2.1957 As= 3.75869 >>> a=
2Ø3/8+1Ø1/2= 2.71 3Ø 1/2= 3.87As-1 2.3329 cm2 2Ø 1/2 =2.58 As-1 3.75869 cm2
Para M-2 3.127 Para M-2 3.02para a= 2.3778 para a= 2.37775
As= 3.6622 >>> a= 3.44681 As= 3.53692 >>> a=As= 3.751 >>> a= 3.53035 As= 3.61299 >>> a=As= 3.7581 >>> a= 3.53705 As= 3.61884 >>> a=As= 3.7587 >>> a= 3.53759 As= 3.61929 >>> a=
As-2 3.759 cm2 3Ø 1/2= 3.87 As-2 3.619 cm2 3Ø 1/2= 3.87
Para M-3 1.65 Para M-3 1.43para a= 2.3778 para a= 2.37775
As= 1.9324 >>> a= 1.81875 As= 1.67477 >>> a=As= 1.9088 >>> a= 1.79652 As= 1.64557 >>> a=As= 1.9079 >>> a= 1.79565 As= 1.64459 >>> a=As= 1.9078 >>> a= 1.79562 As= 1.64456 >>> a=
As+3 1.908 cm2 1Ø 1/2+1Ø3/8= 2 As+3 1.645 cm2 2Ø3/8= 1.42
3Ø 3/8= 2.13
TRAMO C-D TRAMO D-EM-1 3.02 T.m f'c= 210 M-1 2.91 T.m f'c=M-2 2.91 T.m fy= 4200 M-2 2.46 T.m fy=M+3 1.48 T.m beta= 0.85 M+3 1.18 T.m beta=LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 3.02 Para M-1 2.91
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 3.5369 >>> a= 3.32887 As= 3.40809 >>> a=As= 3.613 >>> a= 3.40046 As= 3.47187 >>> a=As= 3.6188 >>> a= 3.40597 As= 3.47657 >>> a=As= 3.6193 >>> a= 3.4064 As= 3.47692 >>> a=
As-1 3.6193 cm2 3Ø 1/2= 3.87 As-1 3.47692 cm2 3Ø 1/2= 3.87
Para M-2 2.91 Para M-2 2.46para a= 2.3778 para a= 2.37775
As= 3.4081 >>> a= 3.20762 As= 2.88107 >>> a=As= 3.4719 >>> a= 3.26764 As= 2.90252 >>> a=As= 3.4766 >>> a= 3.27207 As= 2.90382 >>> a=As= 3.4769 >>> a= 3.2724 As= 2.9039 >>> a=
As-2 3.477 cm2 3Ø 1/2= 3.87 As-2 2.904 cm2 2Ø 1/2+1Ø3/8= 3.29
Para M-3 1.48 Para M-3 1.18para a= 2.3778 para a= 2.37775
As= 1.7333 >>> a= 1.63137 As= 1.38198 >>> a=As= 1.7052 >>> a= 1.60485 As= 1.3498 >>> a=As= 1.7042 >>> a= 1.60392 As= 1.34891 >>> a=As= 1.7041 >>> a= 1.60389 As= 1.34889 >>> a=
As+3 1.704 cm2 2Ø3/8= 1.42 As+3 1.349 cm2 2Ø3/8= 1.42
TRAMO E-FM-1 2.46 T.m f'c= 210M-2 1.844 T.m fy= 4200M+3 1.3 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cmasumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 2.46
d= 23.778Pb= 0.0217
Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 2.8811 >>> a= 2.71159As= 2.9025 >>> a= 2.73178As= 2.9038 >>> a= 2.73301As= 2.9039 >>> a= 2.73309
As-1 2.9039 cm2 2Ø 1/2+1Ø3/8= 3.29
Para M-2 1.844para a= 2.3778
As= 2.1596 >>> a= 2.03259As= 2.1433 >>> a= 2.01718As= 2.1425 >>> a= 2.0165As= 2.1425 >>> a= 2.01647
As-2 2.142 cm2 2Ø 1/2= 2.58
Para M-3 1.3para a= 2.3778
As= 1.5225 >>> a= 1.43296As= 1.4913 >>> a= 1.4036As= 1.4904 >>> a= 1.40271As= 1.4904 >>> a= 1.40268
As+3 1.490 cm2 2Ø 3/8= 1.42
2DO NIVEL:TRAMO A-B TRAMO B-CM-1 2.224 T.m f'c= 210 M-1 3.035 T.m f'c=M-2 3.035 T.m fy= 4200 M-2 3.053 T.m fy=M+3 1.56 T.m beta= 0.85 M+3 1.45 T.m beta=LUZ 4.03 m LUZ 4.16 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2.224 Para M-1 3.035
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 2.6047 >>> a= 2.45146 As= 3.55449 >>> a=As= 2.6089 >>> a= 2.45546 As= 3.63229 >>> a=As= 2.6092 >>> a= 2.45568 As= 3.63831 >>> a=As= 2.6092 >>> a= 2.45569 As= 3.63878 >>> a=
As-1 2.609 cm2 2Ø 1/2= 2.58 As-1 3.639 cm2 3Ø1/2= 3.87
Para M-2 3.035 Para M-2 3.053para a= 2.3778 para a= 2.37775
As= 3.5545 >>> a= 3.3454 As= 3.57557 >>> a=As= 3.6323 >>> a= 3.41862 As= 3.65547 >>> a=As= 3.6383 >>> a= 3.4243 As= 3.6617 >>> a=As= 3.6388 >>> a= 3.42474 As= 3.66219 >>> a=
As-2 3.639 cm2 3Ø1/2= 3.87 As-2 3.662 cm2 3Ø1/2= 3.87
Para M-3 1.56 Para M-3 1.45para a= 2.3778 para a= 2.37775
As= 1.827 >>> a= 1.71955 As= 1.69819 >>> a=
As= 1.8008 >>> a= 1.69485 As= 1.66939 >>> a=As= 1.7998 >>> a= 1.69394 As= 1.6684 >>> a=As= 1.7998 >>> a= 1.69391 As= 1.66837 >>> a=
As+3 1.800 cm2 3Ø3/8= 2.13 As+3 1.668 cm2 2Ø3/8=1.42
TRAMO C-D TRAMO D-EM-1 3.053 T.m f'c= 210 M-1 2.953 T.m f'c=M-2 2.953 T.m fy= 4200 M-2 2.45 T.m fy=M+3 1.46 T.m beta= 0.85 M+3 1.2 T.m beta=LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 3.053 Para M-1 2.953
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 3.5756 >>> a= 3.36524 As= 3.45845 >>> a=As= 3.6555 >>> a= 3.44044 As= 3.52694 >>> a=As= 3.6617 >>> a= 3.44631 As= 3.53208 >>> a=As= 3.6622 >>> a= 3.44677 As= 3.53247 >>> a=
As-1 3.662 cm2 3Ø1/2= 3.87 As-1 3.532 cm2 3Ø1/2= 3.87
Para M-2 2.953 Para M-2 2.45para a= 2.3778 para a= 2.37775
As= 3.4585 >>> a= 3.25501 As= 2.86936 >>> a=As= 3.5269 >>> a= 3.31947 As= 2.89001 >>> a=As= 3.5321 >>> a= 3.32431 As= 2.89126 >>> a=As= 3.5325 >>> a= 3.32467 As= 2.89134 >>> a=
As-2 3.532 cm2 3Ø1/2= 3.87 As-2 2.891 cm2 2Ø1/2= 2.58
Para M-3 1.46 Para M-3 1.2para a= 2.3778 para a= 2.37775
As= 1.7099 >>> a= 1.60932 As= 1.4054 >>> a=As= 1.6813 >>> a= 1.5824 As= 1.37333 >>> a=As= 1.6803 >>> a= 1.58148 As= 1.37243 >>> a=As= 1.6803 >>> a= 1.58145 As= 1.37241 >>> a=
As 3 1.680 cm2 2Ø3/8= 1.42 As 3 1.372 cm2 2Ø3/8= 1.42
TRAMO E-FM-1 2.45 T.m f'c= 210M-2 2.02 T.m fy= 4200M+3 1.25 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cmasumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 2.45
d= 23.778Pb= 0.0217
Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 2.8694 >>> a= 2.70057As= 2.89 >>> a= 2.72001As= 2.8913 >>> a= 2.72119As= 2.8913 >>> a= 2.72126
As-1 2.891 cm2 2Ø1/2= 2.58
Para M-2 2.02para a= 2.3778
As= 2.3658 >>> a= 2.22659As= 2.3579 >>> a= 2.21917As= 2.3575 >>> a= 2.2188As= 2.3575 >>> a= 2.21879
As-2 2.357 cm2 2Ø1/2= 2.58
Para M-3 1.25para a= 2.3778
As= 1.464 >>> a= 1.37784As= 1.4323 >>> a= 1.34801As= 1.4313 >>> a= 1.34714As= 1.4313 >>> a= 1.34711
As+3 1.431 cm2 2Ø3/8= 1.42
3ER NIVEL:TRAMO A-B TRAMO B-CM-1 1.22 T.m f'c= 210 M-1 2.126 T.m f'c=M-2 2.126 T.m fy= 4200 M-2 2.07 T.m fy=M+3 1.21 T.m beta= 0.85 M-3 0.97 T.m beta=LUZ 4.03 m LUZ 4.16 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 1.22 Para M-1 2.126
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 1.4288 >>> a= 1.34477 As= 2.4899 >>> a=As= 1.3969 >>> a= 1.31471 As= 2.48801 >>> a=As= 1.396 >>> a= 1.31386 As= 2.48791 >>> a=As= 1.3959 >>> a= 1.31383 As= 2.48791 >>> a=
As-1 1.396 cm2 2Ø3/8= 1.42 As-1 2.488 cm2 2Ø3/8+1Ø1/2= 2.71
Para M-2 2.126 Para M-2 2.07para a= 2.3778 para a= 2.37775
As= 2.4899 >>> a= 2.34343 As= 2.42431 >>> a=As= 2.488 >>> a= 2.34166 As= 2.41917 >>> a=As= 2.4879 >>> a= 2.34156 As= 2.41891 >>> a=As= 2.4879 >>> a= 2.34156 As= 2.4189 >>> a=
As-2 2.488 cm2 2Ø3/8+1Ø1/2= 2.71 As-2 2.419 cm2 2Ø3/8+1Ø1/2= 2.71
Para M-3 1.21 Para M-3 0.97para a= 2.3778 para a= 2.37775
As= 1.4171 >>> a= 1.33375 As= 1.13603 >>> a=As= 1.3851 >>> a= 1.30363 As= 1.10405 >>> a=As= 1.3842 >>> a= 1.30278 As= 1.10334 >>> a=As= 1.3842 >>> a= 1.30275 As= 1.10332 >>> a=
As+3 1.384 cm2 2Ø3/8= 1.42 As+3 1.103 cm2 2Ø3/8= 1.42
TRAMO C-D TRAMO D-EM-1 2.07 T.m f'c= 210 M-1 1.98 T.m f'c=M-2 1.98 T.m fy= 4200 M-2 1.685 T.m fy=M+3 1.02 T.m beta= 0.85 M+3 0.8 T.m beta=LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2.07 Para M-1 1.98
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 2.4243 >>> a= 2.28171 As= 2.31891 >>> a=As= 2.4192 >>> a= 2.27687 As= 2.30893 >>> a=As= 2.4189 >>> a= 2.27662 As= 2.30845 >>> a=As= 2.4189 >>> a= 2.27661 As= 2.30843 >>> a=
As 1 2.419 cm2 2Ø3/8+1Ø1/2= 2.71 As 1 2.308 cm2 2Ø3/8+1Ø1/2= 2.71negativo negativo
Para M-2 1.98 Para M-2 1.685para a= 2.3778 para a= 2.37775
As= 2.3189 >>> a= 2.1825 As= 1.97341 >>> a=As= 2.3089 >>> a= 2.17311 As= 1.95094 >>> a=As= 2.3085 >>> a= 2.17266 As= 1.95004 >>> a=As= 2.3084 >>> a= 2.17264 As= 1.95 >>> a=
As 2 2.308 cm2 2Ø3/8+1Ø1/2= 2.71 As 2 1.950 cm2negativo negativo 2Ø 3/8=1.42
Para M-3 1.02 Para M-3 0.8para a= 2.3778 para a= 2.37775
As= 1.1946 >>> a= 1.12432 As= 0.93693 >>> a=As= 1.1623 >>> a= 1.09397 As= 0.9069 >>> a=As= 1.1616 >>> a= 1.09325 As= 0.90635 >>> a=As= 1.1616 >>> a= 1.09324 As= 0.90634 >>> a=
As 3 1.162 cm2 2Ø3/8= 1.42 As 3 0.906 cm2 2Ø3/8= 1.42
TRAMO E-FM-1 1.685 T.m f'c= 210M-2 1.176 T.m fy= 4200M+3 0.93 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cmasumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 1.685
d= 23.778Pb= 0.0217
Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 1.9734 >>> a= 1.85733As= 1.9509 >>> a= 1.83618As= 1.95 >>> a= 1.83533As= 1.95 >>> a= 1.8353
As-1 1.950 cm2 2Ø 3/8=1.42
Para M-2 1.176para a= 2.3778
As= 1.3773 >>> a= 1.29627As= 1.3451 >>> a= 1.26597
As= 1.3442 >>> a= 1.26514As= 1.3442 >>> a= 1.26512
As-2 1.344 cm2 2Ø 3/8=1.42
Para M-3 0.93para a= 2.3778
As= 1.0892 >>> a= 1.02511As= 1.0575 >>> a= 0.99531As= 1.0568 >>> a= 0.99468As= 1.0568 >>> a= 0.99466
As 3 1.057 cm2 2Ø 3/8=1.42
PORTICO EJE 2-21ER NIVEL:TRAMO A-B TRAMO B-CM-1 2.05 T.m f'c= 210 M-1 3.1 T.m f'c=M-2 3.1 T.m fy= 4200 M-2 2.72 T.m fy=M+3 1.63 T.m beta= 0.85 M-3 1.53 T.m beta=LUZ 4.03 m LUZ 4.16 mb 25 cm b 25 cmH 30 cm H 40 cmDiam. Estri.3/ 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2.05 Para M-1 3.1
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 2.4009 >>> a= 2.25966 As= 3.63061 >>> a=As= 2.3946 >>> a= 2.25377 As= 3.7161 >>> a=As= 2.3943 >>> a= 2.25348 As= 3.72289 >>> a=As= 2.3943 >>> a= 2.25346 As= 3.72343 >>> a=
As-1 2.3943 cm2 3Ø3/8=2.13 As-1 3.72343 cm2 3Ø3/8+1Ø1/2=3.42
Para M-2 3.1 Para M-2 2.72para a= 2.3778 para a= 2.37775
As= 3.6306 >>> a= 3.41705 As= 3.18557 >>> a=As= 3.7161 >>> a= 3.49751 As= 3.22993 >>> a=As= 3.7229 >>> a= 3.5039 As= 3.23296 >>> a=As= 3.7234 >>> a= 3.5044 As= 3.23317 >>> a=
As-2 3.723 cm2 3Ø3/8+1Ø1/2=3.42 As-2 3.233 cm2 3Ø3/8+1Ø1/2=3.42
Para M-3 1.63 Para M-3 1.53para a= 2.3778 para a= 2.37775
As= 1.909 >>> a= 1.79671 As= 1.79188 >>> a=As= 1.8848 >>> a= 1.77389 As= 1.76488 >>> a=As= 1.8838 >>> a= 1.77301 As= 1.7639 >>> a=As= 1.8838 >>> a= 1.77297 As= 1.76387 >>> a=
As+3 1.884 cm2 2Ø3/8=1.42 As+3 1.764 cm2 2Ø3/8=1.42
TRAMO C-D TRAMO D-EM-1 2.72 T.m f'c= 210 M-1 0.53 T.m f'c=M-2 0.53 T.m fy= 4200 M-2 0.514 T.m fy=M+3 0.24 T.m beta= 0.85 M+3 0.25 T.m beta=LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2.72 Para M-1 0.53
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 3.1856 >>> a= 2.99818 As= 0.62072 >>> a=As= 3.2299 >>> a= 3.03993 As= 0.59702 >>> a=As= 3.233 >>> a= 3.04278 As= 0.59673 >>> a=As= 3.2332 >>> a= 3.04298 As= 0.59673 >>> a=
As 1 3.2332 cm2 3Ø3/8+1Ø1/2=3.42 As 1 0.59673 cm2 2Ø3/8=1.42
Para M-2 0.53 Para M-2 0.514para a= 2.3778 para a= 2.37775
As= 0.6207 >>> a= 0.58421 As= 0.60198 >>> a=As= 0.597 >>> a= 0.5619 As= 0.57878 >>> a=As= 0.5967 >>> a= 0.56163 As= 0.57851 >>> a=As= 0.5967 >>> a= 0.56163 As= 0.5785 >>> a=
As 2 0.597 cm2 2Ø3/8=1.42 As 2 0.579 cm2 2Ø3/8=1.42negativo negativo
Para M-3 0.24 Para M-3 0.25para a= 2.3778 para a= 2.37775
As= 0.2811 >>> a= 0.26455 As= 0.29279 >>> a=As= 0.2685 >>> a= 0.25272 As= 0.27977 >>> a=As= 0.2685 >>> a= 0.25266 As= 0.2797 >>> a=As= 0.2685 >>> a= 0.25266 As= 0.2797 >>> a=
As 3 0.268 cm2 2Ø3/8=1.42 As 3 0.280 cm2 2Ø3/8=1.42
TRAMO E-FM-1 0.514 T.m f'c= 210M-2 0.371 T.m fy= 4200M+3 0.27 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cmasumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 0.514
d= 23.778Pb= 0.0217
Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 0.602 >>> a= 0.56657As= 0.5788 >>> a= 0.54473As= 0.5785 >>> a= 0.54448As= 0.5785 >>> a= 0.54447
As-1 0.5785 cm2 2Ø3/8=1.42
Para M-2 0.371para a= 2.3778
As= 0.4345 >>> a= 0.40894As= 0.4164 >>> a= 0.39187As= 0.4162 >>> a= 0.39172As= 0.4162 >>> a= 0.39172
As-2 0.416 cm2 2Ø3/8=1.42
Para M-3 0.27para a= 2.3778
As= 0.3162 >>> a= 0.29761As= 0.3023 >>> a= 0.28451As= 0.3022 >>> a= 0.28443As= 0.3022 >>> a= 0.28443
As+3 0.302 cm2 2Ø3/8=1.42
2DO NIVEL:TRAMO A-B TRAMO B-CM-1 2.175 T.m f'c= 210 M-1 3.04 T.m f'c=M-2 3.04 T.m fy= 4200 M-2 2.812 T.m fy=M+3 1.59 T.m beta= 0.85 M+3 1.53 T.m beta=LUZ 4.03 m LUZ 4.16 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2.175 Para M-1 3.04
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 2.5473 >>> a= 2.39745 As= 3.56034 >>> a=As= 2.5484 >>> a= 2.39849 As= 3.63873 >>> a=As= 2.5485 >>> a= 2.39855 As= 3.64481 >>> a=As= 2.5485 >>> a= 2.39855 As= 3.64528 >>> a=
As-1 2.548 cm2 2Ø3/8+1Ø1/2=2.71 As-1 3.645 cm2 3Ø3/8+1Ø1/2=3.42
Para M-2 3.04 Para M-2 2.812para a= 2.3778 para a= 2.37775
As= 3.5603 >>> a= 3.35091 As= 3.29332 >>> a=As= 3.6387 >>> a= 3.42468 As= 3.34679 >>> a=As= 3.6448 >>> a= 3.43041 As= 3.35059 >>> a=As= 3.6453 >>> a= 3.43085 As= 3.35086 >>> a=
As-2 3.645 cm2 3Ø3/8+1Ø1/2=3.42 As-2 3.351 cm2 3Ø3/8+1Ø1/2=3.42
Para M-3 1.59 Para M-3 1.53para a= 2.3778 para a= 2.37775
As= 1.8622 >>> a= 1.75262 As= 1.79188 >>> a=As= 1.8367 >>> a= 1.72869 As= 1.76488 >>> a=As= 1.8358 >>> a= 1.72779 As= 1.7639 >>> a=As= 1.8357 >>> a= 1.72776 As= 1.76387 >>> a=
As-3 1.836 cm2 2Ø3/8=1.42 As-3 1.764 cm2 2Ø3/8=1.42
TRAMO C-D TRAMO D-EM-1 2.812 T.m f'c= 210 M-1 0.543 T.m f'c=M-2 0.543 T.m fy= 4200 M-2 0.496 T.m fy=M+3 0.24 T.m beta= 0.85 M+3 0.26 T.m beta=LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2.812 Para M-1 0.543
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 3.2933 >>> a= 3.09959 As= 0.63594 >>> a=As= 3.3468 >>> a= 3.14992 As= 0.61185 >>> a=As= 3.3506 >>> a= 3.15349 As= 0.61155 >>> a=
As= 3.3509 >>> a= 3.15375 As= 0.61155 >>> a=
As-1 3.351 cm2 3Ø3/8+1Ø1/2=3.42 As-1 0.612 cm2 2Ø3/8=1.42
Para M-2 0.543 Para M-2 0.496para a= 2.3778 para a= 2.37775
As= 0.6359 >>> a= 0.59853 As= 0.5809 >>> a=As= 0.6118 >>> a= 0.57586 As= 0.55827 >>> a=As= 0.6116 >>> a= 0.57558 As= 0.55802 >>> a=As= 0.6115 >>> a= 0.57557 As= 0.55802 >>> a=
As-2 0.612 cm2 2Ø3/8=1.42 As-2 0.558 cm2 2Ø3/8=1.42
Para M-3 0.24 Para M-3 0.26para a= 2.3778 para a= 2.37775
As= 0.2811 >>> a= 0.26455 As= 0.3045 >>> a=As= 0.2685 >>> a= 0.25272 As= 0.29103 >>> a=As= 0.2685 >>> a= 0.25266 As= 0.29095 >>> a=As= 0.2685 >>> a= 0.25266 As= 0.29095 >>> a=
As+3 0.268 cm2 2Ø3/8=1.42 As+3 0.291 cm2 2Ø3/8=1.42
TRAMO E-FM-1 0.496 T.m f'c= 210M-2 0.417 T.m fy= 4200M+3 0.26 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cmasumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 0.496
d= 23.778Pb= 0.0217
Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 0.5809 >>> a= 0.54673
As= 0.5583 >>> a= 0.52543As= 0.558 >>> a= 0.52519As= 0.558 >>> a= 0.52519
As-1 0.558 cm2 2Ø3/8=1.42
Para M-2 0.417para a= 2.3778
As= 0.4884 >>> a= 0.45965As= 0.4685 >>> a= 0.44093As= 0.4683 >>> a= 0.44075As= 0.4683 >>> a= 0.44075
As-2 0.468 cm2 2Ø3/8=1.42
Para M-3 0.26para a= 2.3778
As= 0.3045 >>> a= 0.28659As= 0.291 >>> a= 0.27391As= 0.291 >>> a= 0.27384As= 0.291 >>> a= 0.27384
As+3 0.291 cm2 2Ø3/8=1.42
3ER NIVEL:TRAMO A-B TRAMO B-CM-1 0.577 T.m f'c= 210 M-1 0.5 T.m f'c=M-2 0.5 T.m fy= 4200 M-2 0.82 T.m fy=M+3 0.33 T.m beta= 0.85 M-3 0.3 T.m beta=LUZ 4.03 m LUZ 4.16 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 0.577 Para M-1 0.5
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 0.6758 >>> a= 0.63601 As= 0.58558 >>> a=As= 0.6507 >>> a= 0.6124 As= 0.56283 >>> a=As= 0.6503 >>> a= 0.61209 As= 0.56257 >>> a=As= 0.6503 >>> a= 0.61209 As= 0.56257 >>> a=
As-1 0.650 cm2 2Ø3/8=1.42 As-1 0.563 cm2 2Ø3/8=1.42
Para M-2 0.5 Para M-2 0.82para a= 2.3778 para a= 2.37775
As= 0.5856 >>> a= 0.55114 As= 0.96036 >>> a=As= 0.5628 >>> a= 0.52972 As= 0.93001 >>> a=As= 0.5626 >>> a= 0.52948 As= 0.92945 >>> a=As= 0.5626 >>> a= 0.52948 As= 0.92944 >>> a=
As-2 0.563 cm2 2Ø3/8=1.42 As-2 0.929 cm2 2Ø3/8=1.42
Para M-3 0.33 Para M-3 0.3para a= 2.3778 para a= 2.37775
As= 0.3865 >>> a= 0.36375 As= 0.35135 >>> a=As= 0.37 >>> a= 0.34823 As= 0.33612 >>> a=As= 0.3699 >>> a= 0.34811 As= 0.33602 >>> a=As= 0.3699 >>> a= 0.34811 As= 0.33602 >>> a=
As+3 0.370 cm2 2Ø3/8=1.42 As+3 0.336 cm2 2Ø3/8=1.42
TRAMO C-D TRAMO D-EM-1 0.82 T.m f'c= 210 M-1 0.65 T.m f'c=M-2 0.65 T.m fy= 4200 M-2 0.476 T.m fy=M+3 0.33 T.m beta= 0.85 M+3 0.24 T.m beta=LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 0.82 Para M-1 0.65
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> Asmax
Pmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 0.9604 >>> a= 0.90386 As= 0.76126 >>> a=As= 0.93 >>> a= 0.87531 As= 0.73426 >>> a=As= 0.9294 >>> a= 0.87477 As= 0.73386 >>> a=As= 0.9294 >>> a= 0.87476 As= 0.73385 >>> a=
As-1 0.929 cm2 2Ø3/8=1.42 As-1 0.734 cm2 2Ø3/8=1.42
Para M-2 0.65 Para M-2 0.476para a= 2.3778 para a= 2.37775
As= 0.7613 >>> a= 0.71648 As= 0.55747 >>> a=As= 0.7343 >>> a= 0.69107 As= 0.53551 >>> a=As= 0.7339 >>> a= 0.69069 As= 0.53527 >>> a=As= 0.7339 >>> a= 0.69069 As= 0.53527 >>> a=
As-2 0.734 cm2 2Ø3/8=1.42 As-2 0.535 cm2 2Ø3/8=1.42
Para M-3 0.33 Para M-3 0.24para a= 2.3778 para a= 2.37775
As= 0.3865 >>> a= 0.36375 As= 0.28108 >>> a=As= 0.37 >>> a= 0.34823 As= 0.26852 >>> a=As= 0.3699 >>> a= 0.34811 As= 0.26845 >>> a=As= 0.3699 >>> a= 0.34811 As= 0.26845 >>> a=
As+3 0.370 cm2 2Ø3/8=1.42 As+3 0.268 cm2 2Ø3/8=1.42
TRAMO E-FM-1 0.476 T.m f'c= 210M-2 0.334 T.m fy= 4200M+3 0.29 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cmasumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 0.476
d= 23.778
Pb= 0.0217Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 0.5575 >>> a= 0.52468As= 0.5355 >>> a= 0.50401As= 0.5353 >>> a= 0.50379As= 0.5353 >>> a= 0.50379
As-1 0.535 cm2 2Ø3/8=1.42
Para M-2 0.334para a= 2.3778
As= 0.3912 >>> a= 0.36816As= 0.3745 >>> a= 0.35248As= 0.3744 >>> a= 0.35236As= 0.3744 >>> a= 0.35236
As-2 0.374 cm2 2Ø3/8=1.42
Para M-3 0.29para a= 2.3778
As= 0.3396 >>> a= 0.31966As= 0.3248 >>> a= 0.30573As= 0.3247 >>> a= 0.30564As= 0.3247 >>> a= 0.30564
As+3 0.325 cm2 2Ø3/8=1.42
PORTICO EJE 3-31ER NIVEL:TRAMO A-B TRAMO B-CM-1 1.994 T.m f'c= 210 M-1 3.18 T.m f'c=M-2 3.18 T.m fy= 4200 M-2 2.531 T.m fy=M+3 1.63 T.m beta= 0.85 M-3 1.62 T.m beta=LUZ 4.03 m LUZ 4.16 mb 25 cm b 25 cmH 30 cm H 40 cmDiam. Estri.3/ 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 1.994 Para M-1 3.18
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 2.3353 >>> a= 2.19793 As= 3.72431 >>> a=As= 2.326 >>> a= 2.18922 As= 3.81963 >>> a=As= 2.3256 >>> a= 2.1888 As= 3.82743 >>> a=As= 2.3256 >>> a= 2.18878 As= 3.82807 >>> a=
As-1 2.3256 cm2 3Ø3/8=2.13 As-1 3.82807 cm2 2Ø3/8+2Ø1/2=4
Para M-2 3.18 Para M-2 2.531para a= 2.3778 para a= 2.37775
As= 3.7243 >>> a= 3.50523 As= 2.96422 >>> a=As= 3.8196 >>> a= 3.59495 As= 3.50355 >>> a=As= 3.8274 >>> a= 3.60229 As= 3.54374 >>> a=As= 3.8281 >>> a= 3.60289 As= 3.54677 >>> a=
As-2 3.828 cm2 2Ø3/8+2Ø1/2=4 As-2 3.547 cm2 3Ø3/8+1Ø1/2=3.42
Para M-3 1.63 Para M-3 1.62para a= 2.3778 para a= 2.37775
As= 1.909 >>> a= 1.79671 As= 1.89729 >>> a=As= 1.8848 >>> a= 1.77389 As= 1.87275 >>> a=As= 1.8838 >>> a= 1.77301 As= 1.8718 >>> a=As= 1.8838 >>> a= 1.77297 As= 1.87176 >>> a=
As+3 1.884 cm2 2Ø3/8=1.42 As+3 1.872 cm2 2Ø3/8=1.42
TRAMO C-D TRAMO D-EM-1 2.531 T.m f'c= 210 M-1 0.488 T.m f'c=M-2 0.488 T.m fy= 4200 M-2 0.539 T.m fy=M+3 0.18 T.m beta= 0.85 M+3 0.26 T.m beta=LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2.531 Para M-1 0.488
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 2.9642 >>> a= 2.78985 As= 0.57153 >>> a=As= 2.9915 >>> a= 2.81554 As= 0.54916 >>> a=As= 2.9932 >>> a= 2.81715 As= 0.54892 >>> a=As= 2.9933 >>> a= 2.81726 As= 0.54892 >>> a=
As-1 2.9933 cm2 2Ø3/8+1Ø1/2=2.71 As-1 0.54892 cm2 2Ø3/8=1.42
Para M-2 0.488 Para M-2 0.539para a= 2.3778 para a= 2.37775
As= 0.5715 >>> a= 0.53791 As= 0.63126 >>> a=As= 0.5492 >>> a= 0.51686 As= 0.60728 >>> a=As= 0.5489 >>> a= 0.51663 As= 0.60699 >>> a=As= 0.5489 >>> a= 0.51663 As= 0.60699 >>> a=
As-2 0.549 cm2 2Ø3/8=1.42 As-2 0.607 cm2 2Ø3/8=1.42
Para M-3 0.18 Para M-3 0.26para a= 2.3778 para a= 2.37775
As= 0.2108 >>> a= 0.19841 As= 0.3045 >>> a=As= 0.2011 >>> a= 0.18928 As= 0.29103 >>> a=As= 0.2011 >>> a= 0.18924 As= 0.29095 >>> a=As= 0.2011 >>> a= 0.18924 As= 0.29095 >>> a=
As+3 0.201 cm2 2Ø3/8=1.42 As+3 0.291 cm2 2Ø3/8=1.42
TRAMO E-FM-1 0.539 T.m f'c= 210M-2 0.42 T.m fy= 4200M+3 0.27 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cm
asumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 0.539
d= 23.778Pb= 0.0217
Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 0.6313 >>> a= 0.59413As= 0.6073 >>> a= 0.57156As= 0.607 >>> a= 0.57129As= 0.607 >>> a= 0.57128
As-1 0.607 cm2 2Ø3/8=1.42
Para M-2 0.42para a= 2.3778
As= 0.4919 >>> a= 0.46295As= 0.4719 >>> a= 0.44413As= 0.4717 >>> a= 0.44395As= 0.4717 >>> a= 0.44395
As-2 0.472 cm2 2Ø3/8=1.42
Para M-3 0.27para a= 2.3778
As= 0.3162 >>> a= 0.29761As= 0.3023 >>> a= 0.28451As= 0.3022 >>> a= 0.28443As= 0.3022 >>> a= 0.28443
As+3 0.302 cm2 2Ø3/8=1.42
2DO NIVEL:TRAMO A-B TRAMO B-CM-1 2.119 T.m f'c= 210 M-1 3.111 T.m f'c=M-2 3.111 T.m fy= 4200 M-2 2.574 T.m fy=M+3 1.59 T.m beta= 0.85 M+3 1.61 T.m beta=LUZ 4.03 m LUZ 4.16 m
b 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2.119 Para M-1 3.111
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 2.4817 >>> a= 2.33572 As= 3.6435 >>> a=As= 2.4794 >>> a= 2.33355 As= 3.73031 >>> a=As= 2.4793 >>> a= 2.33343 As= 3.73723 >>> a=As= 2.4793 >>> a= 2.33343 As= 3.73779 >>> a=
As-1 2.479 cm2 2Ø3/8+1Ø1/2=2.71 As-1 3.738 cm2 2Ø3/8+2Ø1/2=4
Para M-2 3.111 Para M-2 2.574para a= 2.3778 para a= 2.37775
As= 3.6435 >>> a= 3.42917 As= 3.01458 >>> a=As= 3.7303 >>> a= 3.51088 As= 3.04556 >>> a=As= 3.7372 >>> a= 3.5174 As= 3.04754 >>> a=As= 3.7378 >>> a= 3.51792 As= 3.04767 >>> a=
As-2 3.738 cm2 2Ø3/8+2Ø1/2=4 As-2 3.048 cm2 3Ø3/8+1Ø1/2=3.42
Para M-3 1.59 Para M-3 1.61para a= 2.3778 para a= 2.37775
As= 1.8622 >>> a= 1.75262 As= 1.88558 >>> a=As= 1.8367 >>> a= 1.72869 As= 1.86074 >>> a=As= 1.8358 >>> a= 1.72779 As= 1.85979 >>> a=As= 1.8357 >>> a= 1.72776 As= 1.85975 >>> a=
As+3 1.836 cm2 2Ø3/8=1.42 As+3 1.860 cm2 2Ø3/8=1.42
TRAMO C-D TRAMO D-EM-1 2.574 T.m f'c= 210 M-1 0.532 T.m f'c=M-2 0.532 T.m fy= 4200 M-2 0.515 T.m fy=M+3 0.18 T.m beta= 0.85 M+3 0.27 T.m beta=
LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2.574 Para M-1 0.532
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 3.0146 >>> a= 2.83725 As= 0.62306 >>> a=As= 3.0456 >>> a= 2.86641 As= 0.5993 >>> a=As= 3.0475 >>> a= 2.86828 As= 0.59901 >>> a=As= 3.0477 >>> a= 2.8684 As= 0.59901 >>> a=
As-1 3.048 cm2 3Ø3/8+1Ø1/2=3.42 As-1 0.599 cm2 2Ø3/8=1.42
Para M-2 0.532 Para M-2 0.515para a= 2.3778 para a= 2.37775
As= 0.6231 >>> a= 0.58641 As= 0.60315 >>> a=As= 0.5993 >>> a= 0.56404 As= 0.57992 >>> a=As= 0.599 >>> a= 0.56378 As= 0.57965 >>> a=As= 0.599 >>> a= 0.56377 As= 0.57964 >>> a=
As-2 0.599 cm2 2Ø3/8=1.42 As-2 0.580 cm2 2Ø3/8=1.42
Para M-3 0.18 Para M-3 0.27para a= 2.3778 para a= 2.37775
As= 0.2108 >>> a= 0.19841 As= 0.31621 >>> a=As= 0.2011 >>> a= 0.18928 As= 0.3023 >>> a=As= 0.2011 >>> a= 0.18924 As= 0.30221 >>> a=As= 0.2011 >>> a= 0.18924 As= 0.30221 >>> a=
As+3 0.201 cm2 2Ø3/8=1.42 As+3 0.302 cm2 2Ø3/8=1.42
TRAMO E-FM-1 0.515 T.m f'c= 210
M-2 0.462 T.m fy= 4200M+3 0.26 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cmasumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 0.515
d= 23.778Pb= 0.0217
Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 0.6032 >>> a= 0.56767As= 0.5799 >>> a= 0.5458As= 0.5796 >>> a= 0.54555As= 0.5796 >>> a= 0.54555
As-1 0.580 cm2 2Ø3/8=1.42
Para M-2 0.462para a= 2.3778
As= 0.5411 >>> a= 0.50925As= 0.5196 >>> a= 0.48902As= 0.5194 >>> a= 0.48881As= 0.5194 >>> a= 0.48881
As-2 0.519 cm2 2Ø3/8=1.42
Para M-3 0.26para a= 2.3778
As= 0.3045 >>> a= 0.28659As= 0.291 >>> a= 0.27391As= 0.291 >>> a= 0.27384As= 0.291 >>> a= 0.27384
As-3 0.291 cm2 2Ø3/8=1.42
3ER NIVEL:TRAMO A-B TRAMO B-CM-1 0.557 T.m f'c= 210 M-1 0.528 T.m f'c=M-2 0.528 T.m fy= 4200 M-2 0.755 T.m fy=M+3 0.33 T.m beta= 0.85 M-3 0.3 T.m beta=LUZ 4.03 m LUZ 4.16 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 0.557 Para M-1 0.528
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 0.6523 >>> a= 0.61397 As= 0.61838 >>> a=As= 0.6278 >>> a= 0.5909 As= 0.59474 >>> a=As= 0.6275 >>> a= 0.59061 As= 0.59445 >>> a=As= 0.6275 >>> a= 0.5906 As= 0.59445 >>> a=
As-1 0.628 cm2 2Ø3/8=1.42 As-1 0.594 cm2 2Ø3/8=1.42
Para M-2 0.528 Para M-2 0.755para a= 2.3778 para a= 2.37775
As= 0.6184 >>> a= 0.582 As= 0.88423 >>> a=As= 0.5947 >>> a= 0.55975 As= 0.85498 >>> a=As= 0.5945 >>> a= 0.55949 As= 0.85448 >>> a=As= 0.5945 >>> a= 0.55948 As= 0.85447 >>> a=
As-2 0.594 cm2 2Ø3/8=1.42 As-2 0.854 cm2 2Ø3/8=1.42
Para M-3 0.33 Para M-3 0.3para a= 2.3778 para a= 2.37775
As= 0.3865 >>> a= 0.36375 As= 0.35135 >>> a=As= 0.37 >>> a= 0.34823 As= 0.33612 >>> a=As= 0.3699 >>> a= 0.34811 As= 0.33602 >>> a=As= 0.3699 >>> a= 0.34811 As= 0.33602 >>> a=
As+3 0.370 cm2 2Ø3/8=1.42 As+3 0.336 cm2 2Ø3/8=1.42
TRAMO C-D TRAMO D-EM-1 0.755 T.m f'c= 210 M-1 0.722 T.m f'c=M-2 0.722 T.m fy= 4200 M-2 0.492 T.m fy=M+3 0.34 T.m beta= 0.85 M+3 0.23 T.m beta=LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 0.755 Para M-1 0.722
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 0.8842 >>> a= 0.83222 As= 0.84558 >>> a=As= 0.855 >>> a= 0.80469 As= 0.81697 >>> a=As= 0.8545 >>> a= 0.80421 As= 0.8165 >>> a=As= 0.8545 >>> a= 0.80421 As= 0.8165 >>> a=
As-1 0.854 cm2 2Ø3/8=1.42 As-1 0.816 cm2 2Ø3/8=1.42
Para M-2 0.722 Para M-2 0.492para a= 2.3778 para a= 2.37775
As= 0.8456 >>> a= 0.79584 As= 0.57621 >>> a=As= 0.817 >>> a= 0.76892 As= 0.55372 >>> a=As= 0.8165 >>> a= 0.76848 As= 0.55347 >>> a=As= 0.8165 >>> a= 0.76847 As= 0.55347 >>> a=
As-2 0.816 cm2 2Ø3/8=1.42 As-2 0.553 cm2 2Ø3/8=1.42
Para M-3 0.34 Para M-3 0.23para a= 2.3778 para a= 2.37775
As= 0.3982 >>> a= 0.37477 As= 0.26937 >>> a=As= 0.3813 >>> a= 0.35886 As= 0.25727 >>> a=As= 0.3812 >>> a= 0.35874 As= 0.25721 >>> a=As= 0.3812 >>> a= 0.35874 As= 0.25721 >>> a=
As+3 0.381 cm2 2Ø3/8=1.42 As+3 0.257 cm2 2Ø3/8=1.42
TRAMO E-FM-1 0.492 T.m f'c= 210M-2 0.351 T.m fy= 4200M+3 0.29 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cmasumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 0.492
d= 23.778Pb= 0.0217
Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 0.5762 >>> a= 0.54232As= 0.5537 >>> a= 0.52115As= 0.5535 >>> a= 0.52091As= 0.5535 >>> a= 0.52091
As-1 0.553 cm2 2Ø3/8=1.42
Para M-2 0.351para a= 2.3778
As= 0.4111 >>> a= 0.3869As= 0.3937 >>> a= 0.37057As= 0.3936 >>> a= 0.37044As= 0.3936 >>> a= 0.37044
As-2 0.394 cm2 2Ø3/8=1.42
Para M-3 0.29para a= 2.3778
As= 0.3396 >>> a= 0.31966As= 0.3248 >>> a= 0.30573As= 0.3247 >>> a= 0.30564As= 0.3247 >>> a= 0.30564
As+3 0.325 cm2 2Ø3/8=1.42
PORTICO EJE 4-41ER NIVEL:TRAMO A-B TRAMO B-CM-1 0.197 T.m f'c= 210 M-1 2.628 T.m f'c=M-2 2.628 T.m fy= 4200 M-2 2.559 T.m fy=M+3 0.22 T.m beta= 0.85 M-3 1.83 T.m beta=LUZ 4.03 m LUZ 4.16 mb 25 cm b 25 cmH 30 cm H 40 cmDiam. Estri.3/ 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 0.197 Para M-1 2.628
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 0.2307 >>> a= 0.21715 As= 3.07782 >>> a=As= 0.2202 >>> a= 0.20724 As= 3.11359 >>> a=As= 0.2201 >>> a= 0.20719 As= 3.11594 >>> a=As= 0.2201 >>> a= 0.20719 As= 3.1161 >>> a=
As-1 0.220 cm2 2Ø3/8=1.42 As-1 3.116 cm2 3Ø3/8+1Ø1/2=3.42
Para M-2 2.628 Para M-2 2.559para a= 2.3778 para a= 2.37775
As= 3.0778 >>> a= 2.89678 As= 2.99701 >>> a=As= 3.1136 >>> a= 2.93044 As= 3.54476 >>> a=As= 3.1159 >>> a= 2.93265 As= 3.58608 >>> a=As= 3.1161 >>> a= 2.9328 As= 3.58924 >>> a=
As-2 3.116 cm2 3Ø3/8+1Ø1/2=3.42 As-2 3.589 cm2 3Ø3/8+1Ø1/2=3.42
Para M-3 0.22 Para M-3 1.83para a= 2.3778 para a= 2.37775
As= 0.2577 >>> a= 0.2425 As= 2.14323 >>> a=As= 0.246 >>> a= 0.23156 As= 2.12626 >>> a=As= 0.246 >>> a= 0.2315 As= 2.12552 >>> a=As= 0.246 >>> a= 0.2315 As= 2.12548 >>> a=
As+3 0.246 cm2 2Ø3/8=1.42 As+3 2.125 cm2 3Ø3/8=2.13
TRAMO C-D TRAMO D-EM-1 2.559 T.m f'c= 210 M-1 2.055 T.m f'c=M-2 2.055 T.m fy= 4200 M-2 2.152 T.m fy=M+3 0.858 T.m beta= 0.85 M+3 1.57 T.m beta=LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2.559 Para M-1 2.055
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 2.997 >>> a= 2.82072 As= 2.40675 >>> a=As= 3.0267 >>> a= 2.84865 As= 2.40076 >>> a=As= 3.0286 >>> a= 2.85043 As= 2.40046 >>> a=As= 3.0287 >>> a= 2.85054 As= 2.40045 >>> a=
As-1 3.029 cm2 3Ø3/8+1Ø1/2=3.42 As-1 2.40045 cm2 3Ø3/8=2.13
Para M-2 2.055 Para M-2 2.152para a= 2.3778 para a= 2.37775
As= 2.4067 >>> a= 2.26517 As= 2.52035 >>> a=As= 2.4008 >>> a= 2.25954 As= 2.52003 >>> a=As= 2.4005 >>> a= 2.25926 As= 2.52002 >>> a=As= 2.4005 >>> a= 2.25925 As= 2.52002 >>> a=
As-2 2.400 cm2 3Ø3/8=2.13 As-2 2.520 cm2 2Ø3/8+1Ø1/2=2.71
Para M-3 0.858 Para M-3 1.57para a= 2.3778 para a= 2.37775
As= 1.0049 >>> a= 0.94575 As= 1.83873 >>> a=As= 0.974 >>> a= 0.91669 As= 1.81276 >>> a=As= 0.9734 >>> a= 0.91612 As= 1.8118 >>> a=As= 0.9734 >>> a= 0.91611 As= 1.81176 >>> a=
As+3 0.973 cm2 2Ø3/8=1.42 As+3 1.812 cm2 2Ø3/8=1.42
TRAMO E-FM-1 2.152 T.m f'c= 210M-2 0.218 T.m fy= 4200M+3 0.14 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cmasumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 2.152
d= 23.778Pb= 0.0217
Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 2.5203 >>> a= 2.37209As= 2.52 >>> a= 2.3718As= 2.52 >>> a= 2.37178As= 2.52 >>> a= 2.37178
As-1 2.52 cm2 2Ø3/8+1Ø1/2=2.71
Para M-2 0.218para a= 2.3778
As= 0.2553 >>> a= 0.2403As= 0.2438 >>> a= 0.22944As= 0.2437 >>> a= 0.22939As= 0.2437 >>> a= 0.22939
As-2 0.244 cm2 2Ø3/8=1.42
Para M-3 0.14para a= 2.3778
As= 0.164 >>> a= 0.15432As= 0.1563 >>> a= 0.14708As= 0.1562 >>> a= 0.14706As= 0.1562 >>> a= 0.14706
As+3 0.156 cm2 2Ø3/8=1.42
2DO NIVEL:TRAMO A-B TRAMO B-CM-1 0.309 T.m f'c= 210 M-1 2.61 T.m f'c=M-2 2.61 T.m fy= 4200 M-2 2.59 T.m fy=M+3 0.17 T.m beta= 0.85 M+3 1.82 T.m beta=LUZ 4.03 m LUZ 4.16 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 0.309 Para M-1 2.61
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 0.3619 >>> a= 0.3406 As= 3.05674 >>> a=As= 0.3463 >>> a= 0.32591 As= 3.0909 >>> a=As= 0.3462 >>> a= 0.32581 As= 3.09312 >>> a=As= 0.3462 >>> a= 0.3258 As= 3.09327 >>> a=
As-1 0.346 cm2 2Ø3/8=1.42 As-1 3.093 cm2 2Ø3/8+1Ø1/2=2.71
Para M-2 2.61 Para M-2 2.59para a= 2.3778 para a= 2.37775
As= 3.0567 >>> a= 2.87693 As= 3.03332 >>> a=As= 3.0909 >>> a= 2.90908 As= 3.0657 >>> a=As= 3.0931 >>> a= 2.91117 As= 3.06779 >>> a=As= 3.0933 >>> a= 2.91131 As= 3.06792 >>> a=
As-2 3.093 cm2 2Ø3/8+1Ø1/2=2.71 As-2 3.068 cm2 2Ø3/8+1Ø1/2=2.71
Para M-3 0.17 Para M-3 1.82para a= 2.3778 para a= 2.37775
As= 0.1991 >>> a= 0.18739 As= 2.13152 >>> a=As= 0.1899 >>> a= 0.17872 As= 2.11413 >>> a=As= 0.1899 >>> a= 0.17869 As= 2.11337 >>> a=As= 0.1899 >>> a= 0.17869 As= 2.11334 >>> a=
As+3 0.190 cm2 2Ø3/8=1.42 As+3 2.113 cm2 3Ø3/8=2.13
TRAMO C-D TRAMO D-EM-1 2.59 T.m f'c= 210 M-1 2.072 T.m f'c=M-2 2.072 T.m fy= 4200 M-2 2.146 T.m fy=M+3 0.863 T.m beta= 0.85 M+3 1.57 T.m beta=LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2.59 Para M-1 2.072
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 3.0333 >>> a= 2.85489 As= 2.42666 >>> a=As= 3.0657 >>> a= 2.88536 As= 2.42163 >>> a=As= 3.0678 >>> a= 2.88733 As= 2.42137 >>> a=As= 3.0679 >>> a= 2.88746 As= 2.42136 >>> a=
As-1 3.068 cm2 2Ø3/8+1Ø1/2=2.71 As-1 2.421 cm2 2Ø3/8+1Ø1/2=2.71
Para M-2 2.072 Para M-2 2.146para a= 2.3778 para a= 2.37775
As= 2.4267 >>> a= 2.28391 As= 2.51332 >>> a=As= 2.4216 >>> a= 2.27918 As= 2.51264 >>> a=As= 2.4214 >>> a= 2.27894 As= 2.5126 >>> a=As= 2.4214 >>> a= 2.27893 As= 2.5126 >>> a=
As-2 2.421 cm2 2Ø3/8+1Ø1/2=2.71 As-2 2.513 cm2 2Ø3/8+1Ø1/2=2.71
Para M-3 0.863 Para M-3 1.57para a= 2.3778 para a= 2.37775
As= 1.0107 >>> a= 0.95126 As= 1.83873 >>> a=As= 0.9798 >>> a= 0.92215 As= 1.81276 >>> a=As= 0.9792 >>> a= 0.92157 As= 1.8118 >>> a=As= 0.9792 >>> a= 0.92156 As= 1.81176 >>> a=
As+3 0.979 cm2 2Ø3/8=1.42 As+3 1.812 cm2 2Ø3/8=1.42
TRAMO E-FM-1 2.146 T.m f'c= 210M-2 0.31 T.m fy= 4200M+3 0.11 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cmasumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 2.146
d= 23.778Pb= 0.0217
Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 2.5133 >>> a= 2.36548As= 2.5126 >>> a= 2.36484As= 2.5126 >>> a= 2.3648As= 2.5126 >>> a= 2.3648
As-1 2.513 cm2 2Ø3/8+1Ø1/2=2.71
Para M-2 0.31para a= 2.3778
As= 0.3631 >>> a= 0.3417As= 0.3474 >>> a= 0.32697
As= 0.3473 >>> a= 0.32687As= 0.3473 >>> a= 0.32687
As-2 0.347 cm2 2Ø3/8=1.42
0.11para a= 2.3778
As= 0.1288 >>> a= 0.12125As= 0.1227 >>> a= 0.11548As= 0.1227 >>> a= 0.11547As= 0.1227 >>> a= 0.11547
As+3 0.123 cm2 2Ø3/8=1.42
3ER NIVEL:TRAMO A-B TRAMO B-CM-1 0.371 T.m f'c= 210 M-1 0.792 T.m f'c=M-2 0.792 T.m fy= 4200 M-2 0.727 T.m fy=M+3 0.44 T.m beta= 0.85 M-3 0.23 T.m beta=LUZ 4.03 m LUZ 4.16 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 0.371 Para M-1 0.792
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 0.4345 >>> a= 0.40894 As= 0.92756 >>> a=As= 0.4164 >>> a= 0.39187 As= 0.89766 >>> a=As= 0.4162 >>> a= 0.39172 As= 0.89712 >>> a=As= 0.4162 >>> a= 0.39172 As= 0.89711 >>> a=
As-1 0.416 cm2 2Ø3/8=1.42 As-1 0.897 cm2 2Ø3/8=1.42
Para M-2 0.792 Para M-2 0.727
para a= 2.3778 para a= 2.37775As= 0.9276 >>> a= 0.873 As= 0.85144 >>> a=As= 0.8977 >>> a= 0.84486 As= 0.82273 >>> a=As= 0.8971 >>> a= 0.84435 As= 0.82225 >>> a=As= 0.8971 >>> a= 0.84434 As= 0.82225 >>> a=
As-2 0.897 cm2 2Ø3/8=1.42 As-2 0.822 cm2 2Ø3/8=1.42
Para M-3 0.44 Para M-3 0.23para a= 2.3778 para a= 2.37775
As= 0.5153 >>> a= 0.485 As= 0.26937 >>> a=As= 0.4946 >>> a= 0.4655 As= 0.25727 >>> a=As= 0.4944 >>> a= 0.46531 As= 0.25721 >>> a=As= 0.4944 >>> a= 0.4653 As= 0.25721 >>> a=
As+3 0.494 cm2 2Ø3/8=1.42 As+3 0.257 cm2 2Ø3/8=1.42
TRAMO C-D TRAMO D-EM-1 0.727 T.m f'c= 210 M-1 0.647 T.m f'c=M-2 0.647 T.m fy= 4200 M-2 0.523 T.m fy=M+3 0.38 T.m beta= 0.85 M+3 0.18 T.m beta=LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 0.727 Para M-1 0.647
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 0.8514 >>> a= 0.80135 As= 0.75774 >>> a=As= 0.8227 >>> a= 0.77433 As= 0.73082 >>> a=As= 0.8223 >>> a= 0.77389 As= 0.73042 >>> a=As= 0.8222 >>> a= 0.77388 As= 0.73042 >>> a=
As-1 0.822 cm2 2Ø3/8=1.42 As-1 0.730 cm2 2Ø3/8=1.42
Para M-2 0.647 Para M-2 0.523para a= 2.3778 para a= 2.37775
As= 0.7577 >>> a= 0.71317 As= 0.61252 >>> a=As= 0.7308 >>> a= 0.68783 As= 0.58903 >>> a=As= 0.7304 >>> a= 0.68746 As= 0.58876 >>> a=As= 0.7304 >>> a= 0.68745 As= 0.58875 >>> a=
As-2 0.730 cm2 2Ø3/8=1.42 As-2 0.589 cm2 2Ø3/8=1.42
Para M-3 0.38 Para M-3 0.18para a= 2.3778 para a= 2.37775
As= 0.445 >>> a= 0.41886 As= 0.21081 >>> a=As= 0.4265 >>> a= 0.40146 As= 0.20111 >>> a=As= 0.4264 >>> a= 0.40131 As= 0.20107 >>> a=As= 0.4264 >>> a= 0.40131 As= 0.20107 >>> a=
As+3 0.426 cm2 2Ø3/8=1.42 As+3 0.201 cm2 2Ø3/8=1.42
TRAMO E-FM-1 0.523 T.m f'c= 210M-2 0.376 T.m fy= 4200M+3 0.35 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cmasumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 0.523
d= 23.778Pb= 0.0217
Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 0.6125 >>> a= 0.57649As= 0.589 >>> a= 0.55439As= 0.5888 >>> a= 0.55412As= 0.5888 >>> a= 0.55412
As-1 0.589 cm2 2Ø3/8=1.42
Para M-2 0.376para a= 2.3778
As= 0.4404 >>> a= 0.41445As= 0.422 >>> a= 0.39719As= 0.4219 >>> a= 0.39705As= 0.4219 >>> a= 0.39705
As-2 0.422 cm2 2Ø3/8=1.42
Para M-3 0.35para a= 2.3778
As= 0.4099 >>> a= 0.3858As= 0.3926 >>> a= 0.3695As= 0.3925 >>> a= 0.36938As= 0.3925 >>> a= 0.36938
As+3 0.392 cm2 2Ø3/8=1.42
PORTICO EJE 5-51ER NIVEL:TRAMO A-B TRAMO B-CM-1 1.373 T.m f'c= 210 M-1 2.138 T.m f'c=M-2 2.138 T.m fy= 4200 M-2 2.07 T.m fy=M+3 1.13 T.m beta= 0.85 M-3 0.98 T.m beta=LUZ 4.03 m LUZ 4.16 mb 25 cm b 25 cmH 30 cm H 40 cmDiam. Estri.3/ 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 1.373 Para M-1 2.138
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 1.608 >>> a= 1.51342 As= 2.50395 >>> a=As= 1.5778 >>> a= 1.48501 As= 2.50278 >>> a=As= 1.5769 >>> a= 1.48409 As= 2.50272 >>> a=
As= 1.5768 >>> a= 1.48407 As= 2.50272 >>> a=
As-1 1.5768 cm2 2Ø3/8=1.42 As-1 2.50272 cm2 2Ø3/8+1Ø1/2=2.71
Para M-2 2.138 Para M-2 2.07para a= 2.3778 para a= 2.37775
As= 2.504 >>> a= 2.35666 As= 2.42431 >>> a=As= 2.5028 >>> a= 2.35556 As= 2.41917 >>> a=As= 2.5027 >>> a= 2.3555 As= 2.41891 >>> a=As= 2.5027 >>> a= 2.3555 As= 2.4189 >>> a=
As-2 2.503 cm2 2Ø3/8+1Ø1/2=2.71 As-2 2.419 cm2 3Ø3/8=2.13
Para M-3 1.13 Para M-3 0.98para a= 2.3778 para a= 2.37775
As= 1.3234 >>> a= 1.24557 As= 1.14774 >>> a=As= 1.2911 >>> a= 1.21512 As= 1.1157 >>> a=As= 1.2902 >>> a= 1.21432 As= 1.11498 >>> a=As= 1.2902 >>> a= 1.2143 As= 1.11496 >>> a=
As+3 1.290 cm2 2Ø3/8=1.42 As+3 1.115 cm2 2Ø3/8=1.42
TRAMO C-D TRAMO D-EM-1 2.07 T.m f'c= 210 M-1 1.99 T.m f'c=M-2 1.99 T.m fy= 4200 M-2 1.69 T.m fy=M+3 1.01 T.m beta= 0.85 M+3 0.81 T.m beta=LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2.07 Para M-1 1.99
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 2.4243 >>> a= 2.28171 As= 2.33062 >>> a=As= 2.4192 >>> a= 2.27687 As= 2.32115 >>> a=As= 2.4189 >>> a= 2.27662 As= 2.3207 >>> a=
As= 2.4189 >>> a= 2.27661 As= 2.32068 >>> a=
As-1 2.419 cm2 3Ø3/8=2.13 As-1 2.321 cm2 3Ø3/8=2.13
Para M-2 1.99 Para M-2 1.69para a= 2.3778 para a= 2.37775
As= 2.3306 >>> a= 2.19352 As= 1.97927 >>> a=As= 2.3212 >>> a= 2.18462 As= 1.95697 >>> a=As= 2.3207 >>> a= 2.18419 As= 1.95607 >>> a=As= 2.3207 >>> a= 2.18417 As= 1.95603 >>> a=
As-2 2.321 cm2 3Ø3/8=2.13 As-2 1.956 cm2 3Ø3/8=2.13
Para M-3 1.01 Para M-3 0.81para a= 2.3778 para a= 2.37775
As= 1.1829 >>> a= 1.1133 As= 0.94864 >>> a=As= 1.1507 >>> a= 1.08299 As= 0.91846 >>> a=As= 1.1499 >>> a= 1.08228 As= 0.9179 >>> a=As= 1.1499 >>> a= 1.08226 As= 0.91789 >>> a=
As+3 1.150 cm2 2Ø3/8=1.42 As+3 0.918 cm2 2Ø3/8=1.42
TRAMO E-FM-1 1.69 T.m f'c= 210M-2 1.27 T.m fy= 4200M+3 0.89 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cmasumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 1.69
d= 23.778Pb= 0.0217
Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 1.9793 >>> a= 1.86284
As= 1.957 >>> a= 1.84185As= 1.9561 >>> a= 1.841As= 1.956 >>> a= 1.84097
As-1 1.956 cm2 3Ø3/8=2.13
Para M-2 1.27para a= 2.3778
As= 1.4874 >>> a= 1.39989As= 1.4559 >>> a= 1.37023As= 1.4549 >>> a= 1.36935As= 1.4549 >>> a= 1.36932
As-2 1.455 cm2 2Ø3/8=1.42
Para M-3 0.89para a= 2.3778
As= 1.0423 >>> a= 0.98102As= 1.0111 >>> a= 0.9516As= 1.0104 >>> a= 0.951As= 1.0104 >>> a= 0.95099
As+3 1.010 cm2 2Ø3/8=1.42
2DO NIVEL:TRAMO A-B TRAMO B-CM-1 1.595 T.m f'c= 210 M-1 2.06 T.m f'c=M-2 2.06 T.m fy= 4200 M-2 2.08 T.m fy=M+3 1.05 T.m beta= 0.85 M+3 1 T.m beta=LUZ 4.03 m LUZ 4.16 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 1.595 Para M-1 2.06
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 1.868 >>> a= 1.75813 As= 2.4126 >>> a=As= 1.8427 >>> a= 1.73434 As= 2.4069 >>> a=As= 1.8418 >>> a= 1.73344 As= 2.40661 >>> a=As= 1.8417 >>> a= 1.73341 As= 2.4066 >>> a=
As-1 1.842 cm2 3Ø3/8=2.13 As-1 2.407 cm2 3Ø3/8=2.13
Para M-2 2.06 Para M-2 2.08para a= 2.3778 para a= 2.37775
As= 2.4126 >>> a= 2.27068 As= 2.43602 >>> a=As= 2.4069 >>> a= 2.26532 As= 2.43145 >>> a=As= 2.4066 >>> a= 2.26505 As= 2.43122 >>> a=As= 2.4066 >>> a= 2.26503 As= 2.43121 >>> a=
As-2 2.407 cm2 3Ø3/8=2.13 As-2 2.431 cm2 3Ø3/8=2.13
Para M-3 1.05 Para M-3 1para a= 2.3778 para a= 2.37775
As= 1.2297 >>> a= 1.15739 As= 1.17117 >>> a=As= 1.1974 >>> a= 1.12695 As= 1.13901 >>> a=As= 1.1966 >>> a= 1.12621 As= 1.13827 >>> a=As= 1.1966 >>> a= 1.12619 As= 1.13825 >>> a=
As+3 1.197 cm2 2Ø3/8=1.42 As+3 1.138 cm2 2Ø3/8=1.42
TRAMO C-D TRAMO D-EM-1 2.08 T.m f'c= 210 M-1 2.04 T.m f'c=M-2 2.04 T.m fy= 4200 M-2 1.677 T.m fy=M+3 1 T.m beta= 0.85 M+3 0.83 T.m beta=LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2.08 Para M-1 2.04
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> Asmax
Pmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 2.436 >>> a= 2.29273 As= 2.38918 >>> a=As= 2.4314 >>> a= 2.28842 As= 2.38237 >>> a=As= 2.4312 >>> a= 2.28821 As= 2.38203 >>> a=As= 2.4312 >>> a= 2.28819 As= 2.38202 >>> a=
As-1 2.431 cm2 3Ø3/8=2.13 As-1 2.382 cm2 3Ø3/8=2.13
Para M-2 2.04 Para M-2 1.677para a= 2.3778 para a= 2.37775
As= 2.3892 >>> a= 2.24864 As= 1.96405 >>> a=As= 2.3824 >>> a= 2.24223 As= 1.9413 >>> a=As= 2.382 >>> a= 2.24191 As= 1.94039 >>> a=As= 2.382 >>> a= 2.2419 As= 1.94036 >>> a=
As-2 2.382 cm2 3Ø3/8=2.13 As-2 1.940 cm2 3Ø3/8=2.13
Para M-3 1 Para M-3 0.83para a= 2.3778 para a= 2.37775
As= 1.1712 >>> a= 1.10227 As= 0.97207 >>> a=As= 1.139 >>> a= 1.07201 As= 0.94158 >>> a=As= 1.1383 >>> a= 1.07131 As= 0.941 >>> a=As= 1.1382 >>> a= 1.07129 As= 0.94099 >>> a=
As+3 1.138 cm2 2Ø3/8=1.42 As+3 0.941 cm2 2Ø3/8=1.42
TRAMO E-FM-1 1.677 T.m f'c= 210M-2 1.429 T.m fy= 4200M+3 0.84 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cmasumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 1.677
d= 23.778
Pb= 0.0217Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 1.964 >>> a= 1.84851As= 1.9413 >>> a= 1.82711As= 1.9404 >>> a= 1.82625As= 1.9404 >>> a= 1.82622
As-1 1.940 cm2 3Ø3/8=2.13
Para M-2 1.429para a= 2.3778
As= 1.6736 >>> a= 1.57515As= 1.6444 >>> a= 1.54765As= 1.6434 >>> a= 1.54673As= 1.6434 >>> a= 1.5467
As-2 1.643 cm2 2Ø3/8=1.42
Para M-3 0.84para a= 2.3778
As= 0.9838 >>> a= 0.92591As= 0.9531 >>> a= 0.89708As= 0.9526 >>> a= 0.89653As= 0.9525 >>> a= 0.89652
As+3 0.953 cm2 2Ø3/8=1.42
3ER NIVEL:TRAMO A-B TRAMO B-CM-1 1.148 T.m f'c= 210 M-1 2.177 T.m f'c=M-2 2.177 T.m fy= 4200 M-2 2.064 T.m fy=M+3 1.23 T.m beta= 0.85 M-3 0.96 T.m beta=LUZ 4.03 m LUZ 4.16 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 1.148 Para M-1 2.177
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 1.3445 >>> a= 1.26541 As= 2.54963 >>> a=As= 1.3122 >>> a= 1.235 As= 2.55086 >>> a=As= 1.3113 >>> a= 1.23419 As= 2.55093 >>> a=As= 1.3113 >>> a= 1.23417 As= 2.55093 >>> a=
As-1 1.311 cm2 2Ø3/8=1.42 As-1 2.551 cm2 2Ø3/8+1Ø1/2=2.71
Para M-2 2.177 Para M-2 2.064para a= 2.3778 para a= 2.37775
As= 2.5496 >>> a= 2.39965 As= 2.41729 >>> a=As= 2.5509 >>> a= 2.40081 As= 2.41181 >>> a=As= 2.5509 >>> a= 2.40088 As= 2.41153 >>> a=As= 2.5509 >>> a= 2.40088 As= 2.41152 >>> a=
As-2 2.551 cm2 2Ø3/8+1Ø1/2=2.71 As-2 2.412 cm2 2Ø3/8+1Ø1/2=2.71
Para M-3 1.23 Para M-3 0.96para a= 2.3778 para a= 2.37775
As= 1.4405 >>> a= 1.3558 As= 1.12432 >>> a=As= 1.4087 >>> a= 1.32581 As= 1.09241 >>> a=As= 1.4078 >>> a= 1.32495 As= 1.09171 >>> a=As= 1.4077 >>> a= 1.32492 As= 1.09169 >>> a=
As+3 1.408 cm2 2Ø3/8=1.42 As+3 1.092 cm2 2Ø3/8=1.42
TRAMO C-D TRAMO D-EM-1 2.064 T.m f'c= 210 M-1 1.967 T.m f'c=M-2 1.967 T.m fy= 4200 M-2 1.69 T.m fy=M+3 1.02 T.m beta= 0.85 M+3 0.79 T.m beta=LUZ 4.16 m LUZ 3.77 mb 25 cm b 25 cmH 40 cm H 40 cmDiam. Estri. 0.9525 cm Diam. Estri. 0.9525 cmasumo As1" 2.54 cm asumo As1" 2.54 cmrecubrim. 4 cm recubrim. 4 cm
Determinacion del acero de refuerzo Determinacion del acero de refuerzoPara M-1 2.064 Para M-1 1.967
d= 23.778 d= 23.7775Pb= 0.0217 Pb= 0.02167
Pmax= 0.0163 >>> Asmax 9.663 Pmax= 0.01626 >>> AsmaxPmin= 0.0024 >>> Asmin 1.436 Pmin= 0.00242 >>> Asmin
para a= 2.3778 para a= 2.37775As= 2.4173 >>> a= 2.27509 As= 2.30368 >>> a=As= 2.4118 >>> a= 2.26994 As= 2.29305 >>> a=As= 2.4115 >>> a= 2.26968 As= 2.29254 >>> a=As= 2.4115 >>> a= 2.26966 As= 2.29252 >>> a=
As-1 2.412 cm2 2Ø3/8+1Ø1/2=2.71 As-1 2.293 cm2 3Ø3/8=2.13
Para M-2 1.967 Para M-2 1.69para a= 2.3778 para a= 2.37775
As= 2.3037 >>> a= 2.16817 As= 1.97927 >>> a=As= 2.293 >>> a= 2.15816 As= 1.95697 >>> a=As= 2.2925 >>> a= 2.15768 As= 1.95607 >>> a=As= 2.2925 >>> a= 2.15766 As= 1.95603 >>> a=
As-2 2.293 cm2 3Ø3/8=2.13 As-2 1.956 cm2 3Ø3/8=2.13
Para M-3 1.02 Para M-3 0.79para a= 2.3778 para a= 2.37775
As= 1.1946 >>> a= 1.12432 As= 0.92522 >>> a=As= 1.1623 >>> a= 1.09397 As= 0.89536 >>> a=As= 1.1616 >>> a= 1.09325 As= 0.89482 >>> a=As= 1.1616 >>> a= 1.09324 As= 0.89481 >>> a=
As+3 1.162 cm2 2Ø3/8=1.42 As+3 0.895 cm2 2Ø3/8=1.42
TRAMO E-FM-1 1.69 T.m f'c= 210M-2 1.12 T.m fy= 4200M+3 0.94 T.m beta= 0.85LUZ 3.64 mb 25 cmH 40 cmDiam. Estri. 0.9525 cm
asumo As1" 2.54 cmrecubrim. 4 cm
Determinacion del acero de refuerzoPara M-1 1.69
d= 23.778Pb= 0.0217
Pmax= 0.0163 >>> Asmax 9.663Pmin= 0.0024 >>> Asmin 1.436
para a= 2.3778As= 1.9793 >>> a= 1.86284As= 1.957 >>> a= 1.84185As= 1.9561 >>> a= 1.841As= 1.956 >>> a= 1.84097
As-1 1.956 cm2 3Ø3/8=2.13
Para M-2 1.12para a= 2.3778
As= 1.3117 >>> a= 1.23455As= 1.2793 >>> a= 1.20408As= 1.2785 >>> a= 1.20329As= 1.2785 >>> a= 1.20327
As-2 1.278 cm2 2Ø3/8=1.42
Para M-3 0.94para a= 2.3778
As= 1.1009 >>> a= 1.03614As= 1.0691 >>> a= 1.00625As= 1.0685 >>> a= 1.00561As= 1.0684 >>> a= 1.0056
As+3 1.068 cm2 2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
3.44681002213.53035112413.53705031263.5375886241
3Ø 1/2= 3.87
3.32886673063.40045654893.4059698675
3.406395204
3Ø 1/2= 3.87
1.57625146521.54877435281.54784935091.5478182304
2Ø3/8= 1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
3.20761661793.26764031613.27206902573.2723962634
3Ø 1/2= 3.87
2.71159342962.73178029142.73301059282.7330856101
2Ø 1/2+1Ø3/8= 3.29
1.30068302721.270395633
1.26956432051.2695415184
2Ø3/8= 1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
3.34540083693.41862429933.42429589113.4247359749
3Ø1/2= 3.87
3.36524176443.44044354563.44630844613.4467666835
3Ø1/2= 3.87
1.5982969402
1.5711888721.57026263531.5702310066
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
3.25501438933.31947283483.3243098532
3.324673396
3Ø1/2= 3.87
2.70057069212.72000690192.72118603952.7212576072
2Ø1/2= 2.58
1.32272850221.29254380741.29170046611.2916769195
2Ø3/8= 1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
2.34343399652.341655308
2.34156318762.3415584167
2Ø3/8+1Ø1/2= 2.71
2.28170666642.27686622522.2766228177
2.276610579
2Ø3/8+1Ø1/2= 2.71
1.06920553931.03910810841.03843576861.0384207593
2Ø3/8= 1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
2.18250202872.173110236
2.17266051042.1726389799
2Ø3/8+1Ø1/2= 2.71
1.85733127191.83617942751.83532991781.8352958158
2Ø 3/8=1.42
0.88181900150.853555653
0.85303908780.8530296524
2Ø3/8= 1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
3.41704863083.49750850383.50389581913.5044038765
3Ø3/8+1Ø1/2=3.42
2.99818460513.0399330439
3.0427840443.0429789338
3Ø3/8+1Ø1/2=3.42
1.68647884041.66106240761.66014249781.6601092222
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
0.58420508850.56189765120.56163092060.5616277328
2Ø3/8=1.42
0.56656870850.5447301704
0.5444771170.5444741861
2Ø3/8=1.42
0.2755684380.26331586070.26324763940.2632472597
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
3.35091220573.42468323633.43040815353.4308532297
3Ø3/8+1Ø1/2=3.42
3.09959379023.14992338393.1534935695
3.153747132
3Ø3/8+1Ø1/2=3.42
1.68647884041.66106240761.66014249781.6601092222
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
0.59853464730.57585572490.5755777337
0.5755743278
2Ø3/8=1.42
0.54672778090.52543215210.52519422930.5251915724
2Ø3/8=1.42
0.28659117550.27391235510.27383890320.2738384778
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
0.55113687590.52971919270.52947793190.5294752154
2Ø3/8=1.42
0.90386447650.87530798480.87477251150.8747624769
2Ø3/8=1.42
0.33068212560.31634779980.3162518057
0.316251163
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.663
1.436
0.71647793870.69106584780.69069111550.6906855927
2Ø3/8=1.42
0.52468230590.50400900670.50378755480.5037851837
2Ø3/8=1.42
0.26454570040.252724306
0.25266114730.2526608099
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
3.50523053093.59494902953.60228599623.6028873209
2Ø3/8+2Ø1/2=4
2.7898548663.2974620797
3.3352819773.338134551
3Ø3/8+1Ø1/2=3.42
1.7856834781.76258408551.76169497281.7616607681
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
0.53790959090.51686048320.51662919320.5166266529
2Ø3/8=1.42
0.59412555230.57156002570.57128551290.5712821751
2Ø3/8=1.42
0.28659117550.27391235510.27383890320.2738384778
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
3.42917364213.51088348273.51739680963.5179170458
2Ø3/8+2Ø1/2=4
2.83725263732.86640717092.86827719552.8683972255
3Ø3/8+1Ø1/2=3.42
1.77466074051.75128217131.75038830341.7503541449
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
0.5864096360.56404449280.56377603820.5637728174
2Ø3/8=1.42
0.56767098220.54580276040.54554885820.5455459117
2Ø3/8=1.42
0.2976139130.28451379280.28443494510.2844344707
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
0.5820005410.55975101110.55948600140.5594828464
2Ø3/8=1.42
0.83221668270.80468795860.80421412150.8042059704
2Ø3/8=1.42
0.33068212560.31634779980.3162518057
0.316251163
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
0.79584164880.76891754250.76847505160.7684677836
2Ø3/8=1.42
0.54231868590.52114591570.52091131650.5209087183
2Ø3/8=1.42
0.25352296290.24213768780.24207942020.2420791221
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
2.89677541992.93044223252.93265309252.9327983938
3Ø3/8+1Ø1/2=3.42
2.8207185313.33624150923.37513697393.3781084073
3Ø3/8+1Ø1/2=3.42
2.01716096592.0011881807
2.0004864932.000455679
3Ø3/8=2.13
21042000.85
Determinacion del acero de refuerzo
9.6631.436
2.26517256012.25954199492.25926111682.2592471072
3Ø3/8=2.13
2.3720931142.37179612872.37178053912.3717797207
2Ø3/8+1Ø1/2=2.71
1.73056979041.706128886
1.70521939071.7051855652
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
2.87693449242.90907825392.91117270542.9113092822
2Ø3/8+1Ø1/2=2.71
2.85488901732.88536274352.88733114442.8874583824
2Ø3/8+1Ø1/2=2.71
2.00613822841.98977108881.98905635821.9890251586
3Ø3/8=2.13
21042000.85
Determinacion del acero de refuerzo
9.6631.436
2.28391121392.27917707862.27893876312.2789267677
2Ø3/8+1Ø1/2=2.71
2.36547947152.36483716152.36480354892.3648017899
2Ø3/8+1Ø1/2=2.71
1.73056979041.706128886
1.70521939071.7051855652
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
0.87300081150.84486047290.84435149010.8443422896
2Ø3/8=1.42
0.80135301760.77433372480.77388648980.7738790913
2Ø3/8=1.42
0.25352296290.24213768780.24207942020.2420791221
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
0.71317111750.68782775210.68745581010.6874503545
2Ø3/8=1.42
0.57648917220.55438529230.55412457090.5541214971
2Ø3/8=1.42
0.19840927530.18927852060.18924203310.1892418874
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
2.35666128152.35556170642.3555044022
2.3555014159
2Ø3/8+1Ø1/2=2.71
2.28170666642.27686622522.2766228177
2.276610579
3Ø3/8=2.13
1.08022827681.0500695562
1.049388581.0493732139
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
2.19352476622.18461626822.1841873177
2.1841666676
3Ø3/8=2.13
1.86284264071.84185016751.84100434991.8409702869
3Ø3/8=2.13
0.8928417390.86442924970.8639032208
0.863893488
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
2.27068392882.26531533262.26504680432.2650333746
3Ø3/8=2.13
2.29272940392.28842274372.28820502322.2881940176
3Ø3/8=2.13
1.10227375191.07200805811.07131005941.0712939726
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.663
1.436
2.24863845382.24223040922.24191331732.2418976288
3Ø3/8=2.13
1.84851308191.827109088
1.82625386751.8262197128
3Ø3/8=2.13
0.9148872140.88619186190.88564696720.8856366267
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
2.39964995782.40081376752.40087564642.4008789365
2Ø3/8+1Ø1/2=2.71
2.27509302392.26993501482.26967646722.2696635089
2Ø3/8+1Ø1/2=2.71
1.05818280181.02815185781.02748823291.0274735778
2Ø3/8=1.42
21042000.85
Determinacion del acero de refuerzo
9.6631.436
2.16817246992.15816074942.15768479332.1576621717
3Ø3/8=2.13
1.86284264071.84185016751.84100434991.8409702869
3Ø3/8=2.13
0.8707962640.84268719110.8421801052
0.842170963
2Ø3/8=1.42