Abacos Flexion Por Ultima Resistencia
17
fm = 20 fy= 4200 f´m= 20 Es= 2100000 0.003 0.00206428571 0.00103214286 0.75*ρb= 0.00154821429 Código ACI ρmin= 0.0012 ρmax= 0.007 ρ K ρmin= 0.75*ρb= 0 0.0000 0.0012 0.002064286 0.001032143 0.001548214 0.0002 0.8192 0.0012 0.002064286 0.001032143 0.001548214 0.0004 1.5970 0.0012 0.002064286 0.001032143 0.001548214 0.0006 2.3332 0.0012 0.002064286 0.001032143 0.001548214 0.0008 3.0280 0.0012 0.002064286 0.001032143 0.001548214 0.001 3.6812 0.0012 0.002064286 0.001032143 0.001548214 0.0012 4.2929 0.0012 0.002064286 0.001032143 0.001548214 0.0014 4.8631 0.0012 0.002064286 0.001032143 0.001548214 0.0016 5.3918 0.0012 0.002064286 0.001032143 0.001548214 0.0018 5.8790 0.0012 0.002064286 0.001032143 0.001548214 0.002 6.3247 0.0012 0.002064286 0.001032143 0.001548214 0.0022 6.7289 0.0012 0.002064286 0.001032143 0.001548214 0.0024 7.0916 0.0012 0.002064286 0.001032143 0.001548214 0.0026 7.4128 0.0012 0.002064286 0.001032143 0.001548214 0.0028 7.6924 0.0012 0.002064286 0.001032143 0.001548214 0.003 7.9306 0.0012 0.002064286 0.001032143 0.001548214 0.0032 8.1272 0.0012 0.002064286 0.001032143 0.001548214 0.0034 8.2824 0.0012 0.002064286 0.001032143 0.001548214 0.0036 8.3960 0.0012 0.002064286 0.001032143 0.001548214 0.0038 8.4682 0.0012 0.002064286 0.001032143 0.001548214 0.004 8.4988 0.0012 0.002064286 0.001032143 0.001548214 0.0042 8.4880 0.0012 0.002064286 0.001032143 0.001548214 0.0044 8.4356 0.0012 0.002064286 0.001032143 0.001548214 0.0046 8.3417 0.0012 0.002064286 0.001032143 0.001548214 0.0048 8.2063 0.0012 0.002064286 0.001032143 0.001548214 0.005 8.0294 0.0012 0.002064286 0.001032143 0.001548214 0.0052 7.8110 0.0012 0.002064286 0.001032143 0.001548214 0.0054 7.5511 0.0012 0.002064286 0.001032143 0.001548214 0.0056 7.2497 0.0012 0.002064286 0.001032143 0.001548214 0.0058 6.9068 0.0012 0.002064286 0.001032143 0.001548214 0.006 6.5224 0.0012 0.002064286 0.001032143 0.001548214 0.0062 6.0964 0.0012 0.002064286 0.001032143 0.001548214 0.0064 5.6290 0.0012 0.002064286 0.001032143 0.001548214 0.0066 5.1200 0.0012 0.002064286 0.001032143 0.001548214 0.0068 4.5696 0.0012 0.002064286 0.001032143 0.001548214 εm= ρb= ρmax= ρb= ρmax= 0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0. 0.0000 2.0000 4.0000 6.0000 8.0000 10.0000 12.0000 14.0000 Flexión para mampostería por última resistencia f´m=20 Kg/cm² ; fy=4200 Kg/cm² ρ K= M/(bd²)
description
abacos de flexion para mamposteria
Transcript of Abacos Flexion Por Ultima Resistencia
fm = 20fy= 4200
f´m= 20Es= 2100000
0.0030.002064285710.00103214286
0.75*ρb= 0.00154821429Código ACI
ρmin= 0.0012ρmax= 0.007
ρ K ρmin= 0.75*ρb=0 0.0000 0.0012 0.002064286 0.001032143 0.001548214
0.0002 0.8192 0.0012 0.002064286 0.001032143 0.0015482140.0004 1.5970 0.0012 0.002064286 0.001032143 0.0015482140.0006 2.3332 0.0012 0.002064286 0.001032143 0.0015482140.0008 3.0280 0.0012 0.002064286 0.001032143 0.0015482140.001 3.6812 0.0012 0.002064286 0.001032143 0.001548214
0.0012 4.2929 0.0012 0.002064286 0.001032143 0.0015482140.0014 4.8631 0.0012 0.002064286 0.001032143 0.0015482140.0016 5.3918 0.0012 0.002064286 0.001032143 0.0015482140.0018 5.8790 0.0012 0.002064286 0.001032143 0.0015482140.002 6.3247 0.0012 0.002064286 0.001032143 0.001548214
0.0022 6.7289 0.0012 0.002064286 0.001032143 0.0015482140.0024 7.0916 0.0012 0.002064286 0.001032143 0.0015482140.0026 7.4128 0.0012 0.002064286 0.001032143 0.0015482140.0028 7.6924 0.0012 0.002064286 0.001032143 0.0015482140.003 7.9306 0.0012 0.002064286 0.001032143 0.001548214
0.0032 8.1272 0.0012 0.002064286 0.001032143 0.0015482140.0034 8.2824 0.0012 0.002064286 0.001032143 0.0015482140.0036 8.3960 0.0012 0.002064286 0.001032143 0.0015482140.0038 8.4682 0.0012 0.002064286 0.001032143 0.0015482140.004 8.4988 0.0012 0.002064286 0.001032143 0.001548214
0.0042 8.4880 0.0012 0.002064286 0.001032143 0.0015482140.0044 8.4356 0.0012 0.002064286 0.001032143 0.0015482140.0046 8.3417 0.0012 0.002064286 0.001032143 0.0015482140.0048 8.2063 0.0012 0.002064286 0.001032143 0.0015482140.005 8.0294 0.0012 0.002064286 0.001032143 0.001548214
0.0052 7.8110 0.0012 0.002064286 0.001032143 0.0015482140.0054 7.5511 0.0012 0.002064286 0.001032143 0.0015482140.0056 7.2497 0.0012 0.002064286 0.001032143 0.0015482140.0058 6.9068 0.0012 0.002064286 0.001032143 0.0015482140.006 6.5224 0.0012 0.002064286 0.001032143 0.001548214
0.0062 6.0964 0.0012 0.002064286 0.001032143 0.0015482140.0064 5.6290 0.0012 0.002064286 0.001032143 0.0015482140.0066 5.1200 0.0012 0.002064286 0.001032143 0.0015482140.0068 4.5696 0.0012 0.002064286 0.001032143 0.001548214
εm=ρb=
ρmax=
ρb= ρmax=
0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.0080.0000
2.0000
4.0000
6.0000
8.0000
10.0000
12.0000
14.0000
Flexión para mampostería por última resistenciaf´m=20 Kg/cm² ; fy=4200 Kg/cm²
ρminρ maxρb0.75 ρb
ρ
K= M
/(bd
²)
0.007 3.9776 0.0012 0.002064286 0.001032143 0.001548214
fm=30fy= 4200
f´m= 30Es= 2100000
0.0030.0030964290.001548214
0.75*ρb= 0.002322321Código ACI
ρmin= 0.0012ρmax= 0.007
ρ K ρmin= 0.75*ρb=0 0.0000 0.0012 0.00309643 0.00154821 0.00232232
0.0002 0.8262 0.0012 0.00309643 0.00154821 0.002322320.0004 1.6247 0.0012 0.00309643 0.00154821 0.002322320.0006 2.3955 0.0012 0.00309643 0.00154821 0.002322320.0008 3.1386 0.0012 0.00309643 0.00154821 0.002322320.001 3.8541 0.0012 0.00309643 0.00154821 0.00232232
0.0012 4.5419 0.0012 0.00309643 0.00154821 0.002322320.0014 5.2021 0.0012 0.00309643 0.00154821 0.002322320.0016 5.8345 0.0012 0.00309643 0.00154821 0.002322320.0018 6.4393 0.0012 0.00309643 0.00154821 0.002322320.002 7.0165 0.0012 0.00309643 0.00154821 0.00232232
0.0022 7.5659 0.0012 0.00309643 0.00154821 0.002322320.0024 8.0877 0.0012 0.00309643 0.00154821 0.002322320.0026 8.5818 0.0012 0.00309643 0.00154821 0.002322320.0028 9.0483 0.0012 0.00309643 0.00154821 0.002322320.003 9.4871 0.0012 0.00309643 0.00154821 0.00232232
0.0032 9.8982 0.0012 0.00309643 0.00154821 0.002322320.0034 10.2816 0.0012 0.00309643 0.00154821 0.002322320.0036 10.6374 0.0012 0.00309643 0.00154821 0.002322320.0038 10.9655 0.0012 0.00309643 0.00154821 0.002322320.004 11.2659 0.0012 0.00309643 0.00154821 0.00232232
0.0042 11.5386 0.0012 0.00309643 0.00154821 0.002322320.0044 11.7837 0.0012 0.00309643 0.00154821 0.002322320.0046 12.0011 0.0012 0.00309643 0.00154821 0.002322320.0048 12.1909 0.0012 0.00309643 0.00154821 0.002322320.005 12.3529 0.0012 0.00309643 0.00154821 0.00232232
0.0052 12.4873 0.0012 0.00309643 0.00154821 0.002322320.0054 12.5941 0.0012 0.00309643 0.00154821 0.002322320.0056 12.6731 0.0012 0.00309643 0.00154821 0.002322320.0058 12.7245 0.0012 0.00309643 0.00154821 0.002322320.006 12.7482 0.0012 0.00309643 0.00154821 0.00232232
0.0062 12.7443 0.0012 0.00309643 0.00154821 0.002322320.0064 12.7127 0.0012 0.00309643 0.00154821 0.002322320.0066 12.6534 0.0012 0.00309643 0.00154821 0.002322320.0068 12.5664 0.0012 0.00309643 0.00154821 0.00232232
εm=ρb=
ρmax=
ρb= ρmax=
0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.0080.0000
2.0000
4.0000
6.0000
8.0000
10.0000
12.0000
14.0000
Flexión para mampostería por última resistenciaf´m=30 Kg/cm² ; fy=4200 Kg/cm²
ρminρ maxρb0.75 ρb
ρ
K= M
/(bd
²)
0.007 12.4518 0.0012 0.00309643 0.00154821 0.00232232
fm=40
fy= 4200f´m= 40Es= 2100000
0.0030.004128571430.00206428571
0.75*ρb= 0.00309642857Código ACI
ρmin= 0.0012ρmax= 0.007
ρ K ρmin= 0.75*ρb=0 0.0000 0.0012 0.0041285714 0.0020642857 0.0030964286
0.0002 0.8296 0.0012 0.0041285714 0.0020642857 0.00309642860.0004 1.6385 0.0012 0.0041285714 0.0020642857 0.00309642860.0006 2.4266 0.0012 0.0041285714 0.0020642857 0.00309642860.0008 3.1940 0.0012 0.0041285714 0.0020642857 0.00309642860.001 3.9406 0.0012 0.0041285714 0.0020642857 0.0030964286
0.0012 4.6664 0.0012 0.0041285714 0.0020642857 0.00309642860.0014 5.3716 0.0012 0.0041285714 0.0020642857 0.00309642860.0016 6.0559 0.0012 0.0041285714 0.0020642857 0.00309642860.0018 6.7195 0.0012 0.0041285714 0.0020642857 0.00309642860.002 7.3624 0.0012 0.0041285714 0.0020642857 0.0030964286
0.0022 7.9844 0.0012 0.0041285714 0.0020642857 0.00309642860.0024 8.5858 0.0012 0.0041285714 0.0020642857 0.00309642860.0026 9.1664 0.0012 0.0041285714 0.0020642857 0.00309642860.0028 9.7262 0.0012 0.0041285714 0.0020642857 0.00309642860.003 10.2653 0.0012 0.0041285714 0.0020642857 0.0030964286
0.0032 10.7836 0.0012 0.0041285714 0.0020642857 0.00309642860.0034 11.2812 0.0012 0.0041285714 0.0020642857 0.00309642860.0036 11.7580 0.0012 0.0041285714 0.0020642857 0.00309642860.0038 12.2141 0.0012 0.0041285714 0.0020642857 0.00309642860.004 12.6494 0.0012 0.0041285714 0.0020642857 0.0030964286
0.0042 13.0640 0.0012 0.0041285714 0.0020642857 0.00309642860.0044 13.4578 0.0012 0.0041285714 0.0020642857 0.00309642860.0046 13.8308 0.0012 0.0041285714 0.0020642857 0.00309642860.0048 14.1832 0.0012 0.0041285714 0.0020642857 0.00309642860.005 14.5147 0.0012 0.0041285714 0.0020642857 0.0030964286
0.0052 14.8255 0.0012 0.0041285714 0.0020642857 0.00309642860.0054 15.1156 0.0012 0.0041285714 0.0020642857 0.00309642860.0056 15.3848 0.0012 0.0041285714 0.0020642857 0.00309642860.0058 15.6334 0.0012 0.0041285714 0.0020642857 0.00309642860.006 15.8612 0.0012 0.0041285714 0.0020642857 0.0030964286
0.0062 16.0682 0.0012 0.0041285714 0.0020642857 0.00309642860.0064 16.2545 0.0012 0.0041285714 0.0020642857 0.00309642860.0066 16.4200 0.0012 0.0041285714 0.0020642857 0.00309642860.0068 16.5648 0.0012 0.0041285714 0.0020642857 0.00309642860.007 16.6888 0.0012 0.0041285714 0.0020642857 0.0030964286
εm=ρb=
ρmax=
ρb= ρmax=
0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.0080.0000
2.0000
4.0000
6.0000
8.0000
10.0000
12.0000
14.0000
16.0000
18.0000
Flexión para mampostería por última resistenciaf´m=40 Kg/cm² ; fy=4200 Kg/cm²
ρminρ maxρb0.75 ρb
ρ
K= M
/(bd
²)
fm=60
fy= 4200f´m= 60Es= 2100000
0.0030.00619285710.0030964286
0.75*ρb= 0.0046446429Código ACI
ρmin= 0.0012ρmax= 0.007
ρ K ρmin= 0.75*ρb=0 0.0000 0.0012 0.006192857 0.003096429 0.004644643
0.0002 0.8331 0.0012 0.006192857 0.003096429 0.0046446430.0004 1.6523 0.0012 0.006192857 0.003096429 0.0046446430.0006 2.4577 0.0012 0.006192857 0.003096429 0.0046446430.0008 3.2493 0.0012 0.006192857 0.003096429 0.0046446430.001 4.0271 0.0012 0.006192857 0.003096429 0.004644643
0.0012 4.7910 0.0012 0.006192857 0.003096429 0.0046446430.0014 5.5410 0.0012 0.006192857 0.003096429 0.0046446430.0016 6.2773 0.0012 0.006192857 0.003096429 0.0046446430.0018 6.9997 0.0012 0.006192857 0.003096429 0.0046446430.002 7.7082 0.0012 0.006192857 0.003096429 0.004644643
0.0022 8.4030 0.0012 0.006192857 0.003096429 0.0046446430.0024 9.0839 0.0012 0.006192857 0.003096429 0.0046446430.0026 9.7509 0.0012 0.006192857 0.003096429 0.0046446430.0028 10.4041 0.0012 0.006192857 0.003096429 0.0046446430.003 11.0435 0.0012 0.006192857 0.003096429 0.004644643
0.0032 11.6691 0.0012 0.006192857 0.003096429 0.0046446430.0034 12.2808 0.0012 0.006192857 0.003096429 0.0046446430.0036 12.8787 0.0012 0.006192857 0.003096429 0.0046446430.0038 13.4627 0.0012 0.006192857 0.003096429 0.0046446430.004 14.0329 0.0012 0.006192857 0.003096429 0.004644643
0.0042 14.5893 0.0012 0.006192857 0.003096429 0.0046446430.0044 15.1319 0.0012 0.006192857 0.003096429 0.0046446430.0046 15.6606 0.0012 0.006192857 0.003096429 0.0046446430.0048 16.1754 0.0012 0.006192857 0.003096429 0.0046446430.005 16.6765 0.0012 0.006192857 0.003096429 0.004644643
0.0052 17.1637 0.0012 0.006192857 0.003096429 0.0046446430.0054 17.6370 0.0012 0.006192857 0.003096429 0.0046446430.0056 18.0966 0.0012 0.006192857 0.003096429 0.0046446430.0058 18.5423 0.0012 0.006192857 0.003096429 0.0046446430.006 18.9741 0.0012 0.006192857 0.003096429 0.004644643
0.0062 19.3921 0.0012 0.006192857 0.003096429 0.0046446430.0064 19.7963 0.0012 0.006192857 0.003096429 0.0046446430.0066 20.1867 0.0012 0.006192857 0.003096429 0.0046446430.0068 20.5632 0.0012 0.006192857 0.003096429 0.004644643
εm=ρb=
ρmax=
ρb= ρmax=
0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.0080.0000
5.0000
10.0000
15.0000
20.0000
25.0000
Flexión para mampostería por última resistenciaf´m=60 Kg/cm² ; fy=4200 Kg/cm²
ρmin
ρ max
ρK=
M/(
bd²)
0.007 20.9259 0.0012 0.006192857 0.003096429 0.004644643
fm=80
fy= 4200f´m= 80Es= 2100000
0.0030.00825714290.0041285714
0.75*ρb= 0.0061928571Código ACI
ρmin= 0.0012ρmax= 0.007
ρ K ρmin= 0.75*ρb=0 0.0000 0.0012 0.008257143 0.004128571 0.006192857
0.0002 0.8348 0.0012 0.008257143 0.004128571 0.0061928570.0004 1.6592 0.0012 0.008257143 0.004128571 0.0061928570.0006 2.4733 0.0012 0.008257143 0.004128571 0.0061928570.0008 3.2770 0.0012 0.008257143 0.004128571 0.0061928570.001 4.0703 0.0012 0.008257143 0.004128571 0.006192857
0.0012 4.8532 0.0012 0.008257143 0.004128571 0.0061928570.0014 5.6258 0.0012 0.008257143 0.004128571 0.0061928570.0016 6.3880 0.0012 0.008257143 0.004128571 0.0061928570.0018 7.1398 0.0012 0.008257143 0.004128571 0.0061928570.002 7.8812 0.0012 0.008257143 0.004128571 0.006192857
0.0022 8.6122 0.0012 0.008257143 0.004128571 0.0061928570.0024 9.3329 0.0012 0.008257143 0.004128571 0.0061928570.0026 10.0432 0.0012 0.008257143 0.004128571 0.0061928570.0028 10.7431 0.0012 0.008257143 0.004128571 0.0061928570.003 11.4326 0.0012 0.008257143 0.004128571 0.006192857
0.0032 12.1118 0.0012 0.008257143 0.004128571 0.0061928570.0034 12.7806 0.0012 0.008257143 0.004128571 0.0061928570.0036 13.4390 0.0012 0.008257143 0.004128571 0.0061928570.0038 14.0870 0.0012 0.008257143 0.004128571 0.0061928570.004 14.7247 0.0012 0.008257143 0.004128571 0.006192857
0.0042 15.3520 0.0012 0.008257143 0.004128571 0.0061928570.0044 15.9689 0.0012 0.008257143 0.004128571 0.0061928570.0046 16.5754 0.0012 0.008257143 0.004128571 0.0061928570.0048 17.1716 0.0012 0.008257143 0.004128571 0.0061928570.005 17.7574 0.0012 0.008257143 0.004128571 0.006192857
0.0052 18.3328 0.0012 0.008257143 0.004128571 0.0061928570.0054 18.8978 0.0012 0.008257143 0.004128571 0.0061928570.0056 19.4524 0.0012 0.008257143 0.004128571 0.0061928570.0058 19.9967 0.0012 0.008257143 0.004128571 0.0061928570.006 20.5306 0.0012 0.008257143 0.004128571 0.006192857
0.0062 21.0541 0.0012 0.008257143 0.004128571 0.0061928570.0064 21.5672 0.0012 0.008257143 0.004128571 0.0061928570.0066 22.0700 0.0012 0.008257143 0.004128571 0.0061928570.0068 22.5624 0.0012 0.008257143 0.004128571 0.006192857
εm=ρb=
ρmax=
ρb= ρmax=
0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.0080.0000
5.0000
10.0000
15.0000
20.0000
25.0000
Flexión para mampostería por última resistenciaf´m=80 Kg/cm² ; fy=4200 Kg/cm²
ρmin
ρ max
0.75 ρb
ρ
K= M
/(bd
²)
0.007 23.0444 0.0012 0.008257143 0.004128571 0.006192857
fm=100fy= 4200
f´m= 100Es= 2100000
0.0030.01032142860.0051607143
0.75*ρb= 0.0077410714Código ACI
ρmin= 0.0012ρmax= 0.007
ρ K ρmin= 0.75*ρb=0 0.0000 0.0012 0.0103214286 0.0051607143 0.0077410714
0.0002 0.8358 0.0012 0.0103214286 0.0051607143 0.00774107140.0004 1.6634 0.0012 0.0103214286 0.0051607143 0.00774107140.0006 2.4826 0.0012 0.0103214286 0.0051607143 0.00774107140.0008 3.2936 0.0012 0.0103214286 0.0051607143 0.00774107140.001 4.0962 0.0012 0.0103214286 0.0051607143 0.0077410714
0.0012 4.8906 0.0012 0.0103214286 0.0051607143 0.00774107140.0014 5.6766 0.0012 0.0103214286 0.0051607143 0.00774107140.0016 6.4544 0.0012 0.0103214286 0.0051607143 0.00774107140.0018 7.2238 0.0012 0.0103214286 0.0051607143 0.00774107140.002 7.9849 0.0012 0.0103214286 0.0051607143 0.0077410714
0.0022 8.7378 0.0012 0.0103214286 0.0051607143 0.00774107140.0024 9.4823 0.0012 0.0103214286 0.0051607143 0.00774107140.0026 10.2186 0.0012 0.0103214286 0.0051607143 0.00774107140.0028 10.9465 0.0012 0.0103214286 0.0051607143 0.00774107140.003 11.6661 0.0012 0.0103214286 0.0051607143 0.0077410714
0.0032 12.3774 0.0012 0.0103214286 0.0051607143 0.00774107140.0034 13.0805 0.0012 0.0103214286 0.0051607143 0.00774107140.0036 13.7752 0.0012 0.0103214286 0.0051607143 0.00774107140.0038 14.4616 0.0012 0.0103214286 0.0051607143 0.00774107140.004 15.1398 0.0012 0.0103214286 0.0051607143 0.0077410714
0.0042 15.8096 0.0012 0.0103214286 0.0051607143 0.00774107140.0044 16.4711 0.0012 0.0103214286 0.0051607143 0.00774107140.0046 17.1243 0.0012 0.0103214286 0.0051607143 0.00774107140.0048 17.7693 0.0012 0.0103214286 0.0051607143 0.00774107140.005 18.4059 0.0012 0.0103214286 0.0051607143 0.0077410714
0.0052 19.0342 0.0012 0.0103214286 0.0051607143 0.00774107140.0054 19.6542 0.0012 0.0103214286 0.0051607143 0.00774107140.0056 20.2659 0.0012 0.0103214286 0.0051607143 0.00774107140.0058 20.8694 0.0012 0.0103214286 0.0051607143 0.00774107140.006 21.4645 0.0012 0.0103214286 0.0051607143 0.0077410714
0.0062 22.0513 0.0012 0.0103214286 0.0051607143 0.0077410714
εm=ρb=
ρmax=
ρb= ρmax=
0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.0080.0000
5.0000
10.0000
15.0000
20.0000
25.0000
30.0000
Flexión para mampostería por última resistenciaf´m=100 Kg/cm² ; fy=4200 Kg/cm²
ρminρ max
ρ
K= M
/(bd
²)
0.0064 22.6298 0.0012 0.0103214286 0.0051607143 0.00774107140.0066 23.2000 0.0012 0.0103214286 0.0051607143 0.00774107140.0068 23.7619 0.0012 0.0103214286 0.0051607143 0.00774107140.007 24.3155 0.0012 0.0103214286 0.0051607143 0.0077410714
