ayuda de diseño_diagramas de interacción 3 sp17 - 09-07
TRANSCRIPT
![Page 1: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/1.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.450.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
COLUMNS 3.1.1 - Nominal load-moment strength interaction diagram, R3-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R3-60.6
Pne
γhh
γ = 0.6
f /c = 3 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 2: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/2.jpg)
COLUMNS 3.1.2 - Nominal load-moment strength interaction diagram, R3-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R3-60.7
Pne
γhh
γ = 0.7
f /c = 3 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 3: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/3.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.600.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
COLUMNS 3.1.3 - Nominal load-moment strength interaction diagram, R3-60.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R3-60.8
Pne
γhh
γ = 0.8
f /c = 3 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005ε t = 0.0040
![Page 4: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/4.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 0.650.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
COLUMNS 3.1.4 - Nominal load-moment strength interaction diagram, R3-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R3-60.9
Pne
γhh
γ = 0.9
f /c = 3 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005ε t = 0.0040
![Page 5: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/5.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.350.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
COLUMNS 3.2.1 - Nominal load-moment strength interaction diagram, R4-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R4-60.6
Pne
γhh
γ = 0.6
f /c = 4 ksi
fy = 60 ksi
ε t = 0.005
ε t = 0.0035ε t = 0.0040
![Page 6: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/6.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.400.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
COLUMNS 3.2.2 - Nominal load-moment strength interaction diagram, R4-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R4-60.7
Pne
γhh
γ = 0.7
f /c = 4 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 7: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/7.jpg)
COLUMNS 3.2.3 - Nominal load-moment strength interaction diagram, R4-60.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.450.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R4-60.8
Pne
γhh
γ = 0.8
f /c = 4 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 8: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/8.jpg)
COLUMNS 3.2.4 - Nominal load-moment strength interaction diagram, R4-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R4-60.9
Pne
γhh
γ = 0.9
f /c = 4 ksi
fy = 60 ksi
ε t = 0.005
ε t = 0.0035ε t = 0.0040
![Page 9: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/9.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.300.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
COLUMNS 3.3.1 - Nominal load-moment strength interaction diagram, R5-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R5-60.6
Pne
γhh
γ = 0.6
f /c = 5 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 10: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/10.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.350.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
COLUMNS 3.3.2 - Nominal load-moment strength interaction diagram, R5-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R5-60.7
Pne
γhh
γ = 0.7
f /c = 5 ksi
fy = 60 ksi
ε t = 0.005
ε t = 0.0035ε t = 0.0040
![Page 11: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/11.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.400.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Rn = Pn e / f / c Ag h
COLUMNS 3.3.3 - Nominal load-moment strength interaction diagram, R5-60.8
Kn =
Pn
/ f / c A
g
INTERACTION DIAGRAM R5-60.8
Pne
γhh
γ = 0.8
f /c = 5 ksi
fy = 60 ksi
ε t = 0.005
ε t = 0.0035ε t = 0.0040
![Page 12: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/12.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.450.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
COLUMNS 3.3.4 - Nominal load-moment strength interaction diagram, R5-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R5-60.9
Pne
γhh
γ = 0.9
f /c = 5 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005ε t = 0.0040
![Page 13: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/13.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.225 0.250 0.2750.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.4.1 - Nominal load-moment strength interaction diagram, R6-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R6-60.6
Pne
γhh
γ = 0.6
f /c = 6 ksi
fy = 60 ksi
ε t = 0.005
ε t = 0.0035ε t = 0.0040
![Page 14: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/14.jpg)
COLUMNS 3.4.2 - Nominal load-moment strength interaction diagram, R6-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.00 0.05 0.10 0.15 0.20 0.25 0.300.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R6-60.7
Pne
γhh
γ = 0.7
f /c = 6 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 15: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/15.jpg)
COLUMNS 3.4.3 - Nominal load-moment strength interaction diagram, R6-60.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.350.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R6-60.8
Pne
γhh
γ = 0.8
f /c = 6 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 16: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/16.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.400.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.4.4 - Nominal load-moment strength interaction diagram, R6-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R6-60.9
Pne
γhh
γ = 0.9
f /c = 6 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 17: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/17.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.2000.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.5.1 - Nominal load-moment strength interaction diagram, R9-75.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R9-75.6
Pne
γhh
γ = 0.6
f /c = 9 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.005
ε t = 0.0040
![Page 18: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/18.jpg)
COLUMNS 3.5.2 - Nominal load-moment strength interaction diagram, R9-75.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.225 0.2500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R9-75.7
Pne
γhh
γ = 0.7
f /c = 9 ksi
fy = 75 ksi
ε t = 0.0050
ε t = 0.0038ε t = 0.0040
![Page 19: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/19.jpg)
COLUMNS 3.5.3 - Nominal load-moment strength interaction diagram, R9-75.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.300.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R9-75.8
Pne
γhh
γ = 0.8
f /c = 9 ksi
fy = 75 ksi
ε t = 0.0050
ε t = 0.0038ε t = 0.0040
![Page 20: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/20.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.300.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.5.4 - Nominal load-moment strength interaction diagram, R9-75.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R9-75.9
Pne
γhh
γ = 0.9
f /c = 9 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.0050
ε t = 0.0040
![Page 21: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/21.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.1750.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
COLUMNS 3.6.1 - Nominal load-moment strength interaction diagram, R12-75.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R12-75.6
Pne
γhh
γ = 0.6
f /c = 12 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.0050
ε t = 0.0040
![Page 22: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/22.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.2000.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
COLUMNS 3.6.2 - Nominal load-moment strength interaction diagram, R12-75.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R12-75.7
Pne
γhh
γ = 0.7
f /c = 12 ksi
fy = 75 ksi
ε t = 0.0050
ε t = 0.0038ε t = 0.0040
![Page 23: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/23.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.2250.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
COLUMNS 3.6.3 - Nominal load-moment strength interaction diagram, R12-75.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R12-75.8
Pne
γhh
γ = 0.8
f /c = 12 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.0050
ε t = 0.0040
![Page 24: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/24.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.225 0.2500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
COLUMNS 3.6.4 - Nominal load-moment strength interaction diagram, R12-75.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM R12-75.9
Pne
γhh
γ = 0.9
f /c = 12 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.0050
ε t = 0.0040
![Page 25: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/25.jpg)
COLUMNS 3.7.1 - Nominal load-moment strength interaction diagram, L3-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.600.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L3-60.6
Pne
γhh
γ = 0.6
f /c = 3 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 26: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/26.jpg)
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.70.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
COLUMNS 3.7.2 - Nominal load-moment strength interaction diagram, L3-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L3-60.7
Pne
γhh
γ = 0.7
f /c = 3 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 27: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/27.jpg)
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.80.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
COLUMNS 3.7.3 - Nominal load-moment strength interaction diagram, L3-60.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L3-60.8
Pne
γhh
γ = 0.8
f /c = 3 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005ε t = 0.004
![Page 28: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/28.jpg)
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.90.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
COLUMNS 3.7.4 - Nominal load-moment strength interaction diagram, L3-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L3-60.9
Pne
γhh
γ = 0.9
f /c = 3 ksi
fy = 60 ksi
ε t = 0.0035
ε t = 0.005ε t = 0.004
![Page 29: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/29.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.450.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
COLUMNS 3.8.1 - Nominal load-moment strength interaction diagram, L4-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L4-60.6
Pne
γhh
γ = 0.6
f /c = 4 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 30: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/30.jpg)
COLUMNS 3.8.2 - Nominal load-moment strength interaction diagram, L4-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.550.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L4-60.7
Pne
γhh
γ = 0.7
f /c = 4 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 31: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/31.jpg)
COLUMNS 3.8.3 - Nominal load-moment strength interaction diagram, L4-60.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.600.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L4-60.8
Pne
γhh
γ = 0.8
f /c = 4 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005ε t = 0.004
![Page 32: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/32.jpg)
COLUMNS 3.8.4 - Nominal load-moment strength interaction diagram, L4-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 0.65 0.700.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L4-60.9
Pne
γhh
γ = 0.9
f /c = 4 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005ε t = 0.004
![Page 33: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/33.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.400.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
COLUMNS 3.9.1 - Nominal load-moment strength interaction diagram, L5-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L5-60.6
Pne
γhh
γ = 0.6
f /c = 5 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 34: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/34.jpg)
COLUMNS 3.9.2 - Nominal load-moment strength interaction diagram, L5-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.450.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L5-60.7
Pne
γhh
γ = 0.7
f /c = 5 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 35: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/35.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
COLUMNS 3.9.3 - Nominal load-moment strength interaction diagram, L5-60.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L5-60.8
Pne
γhh
γ = 0.8
f /c = 5 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 36: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/36.jpg)
COLUMNS 3.9.4 - Nominal load-moment strength interaction diagram, L5-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.550.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L5-60.9
Pne
γhh
γ = 0.9
f /c = 5 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 37: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/37.jpg)
COLUMNS 3.10.1 - Nominal load-moment strength interaction diagram, L6-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.350.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L6-60.6
Pne
γhh
γ = 0.6
f /c = 6 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 38: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/38.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.400.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.10.2 - Nominal load-moment strength interaction diagram, L6-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L6-60.7
Pne
γhh
γ = 0.7
f /c = 6 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 39: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/39.jpg)
COLUMNS 3.10.3 - Nominal load-moment strength interaction diagram, L6-60.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.450.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L6-60.8
Pne
γhh
γ = 0.8
f /c = 6 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 40: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/40.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.10.4 - Nominal load-moment strength interaction diagram, L6-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
ρg = 0.08
0.01
0.02
0.03
0.04
0.05
0.06
0.07
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L6-60.9
Pne
γhh
γ = 0.9
f /c = 6 ksi
fy = 60 ksi
ε t = 0.005
ε t = 0.0035ε t = 0.004
![Page 41: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/41.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.225 0.2500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.11.1 - Nominal load-moment strength interaction diagram, L9-75.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L9-75.6
Pne
γhh
γ = 0.6
f /c = 9 ksi
fy = 75 ksi
ε t = 0.005
ε t = 0.0038ε t = 0.004
![Page 42: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/42.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.300.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.11.2 - Nominal load-moment strength interaction diagram, L9-75.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L9-75.7
Pne
γhh
γ = 0.7
f /c = 9 ksi
fy = 75 ksi
ε t = 0.005
ε t = 0.0038ε t = 0.004
![Page 43: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/43.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.350.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.11.3 - Nominal load-moment strength interaction diagram, L9-75.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L9-75.8
Pne
γhh
γ = 0.8
f /c = 9 ksi
fy = 75 ksi
ε t = 0.005
ε t = 0.0038ε t = 0.004
![Page 44: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/44.jpg)
COLUMNS 3.11.4 - Nominal load-moment strength interaction diagram, L9-75.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.400.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L9-75.9
Pne
γhh
γ = 0.9
f /c = 9 ksi
fy = 75 ksi
ε t = 0.005
ε t = 0.0038ε t = 0.004
![Page 45: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/45.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.2250.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
COLUMNS 3.12.1 - Nominal load-moment strength interaction diagram, L12-75.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L12-75.6
Pne
γhh
γ = 0.6
f /c = 12 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.005
ε t = 0.004
![Page 46: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/46.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.225 0.2500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
COLUMNS 3.12.2 - Nominal load-moment strength interaction diagram, L12-75.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L12-75.7
Pne
γhh
γ = 0.7
f /c = 12 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.005
ε t = 0.004
![Page 47: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/47.jpg)
COLUMNS 3.12.3 - Nominal load-moment strength interaction diagram, L12-75.8
0.01
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.300.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L12-75.8
Pne
γhh
γ = 0.8
f /c = 12 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.005
ε t = 0.004
![Page 48: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/48.jpg)
COLUMNS 3.12.4 - Nominal load-moment strength interaction diagram, L12-75.9
0.01fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.350.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM L12-75.9
Pne
γhh
γ = 0.9
f /c = 12 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.005
ε t = 0.004
![Page 49: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/49.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.350.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
COLUMNS 3.13.1 - Nominal load-moment strength interaction diagram, C3-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
γ = 0.6
INTERACTION DIAGRAM C3-60.6f /
c = 3 ksify = 60 ksi
Pne
γhh
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
εt = 0.0035εt = 0.005
εt = 0.004
![Page 50: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/50.jpg)
COLUMNS 3.13.2 - Nominal load-moment strength interaction diagram, C3-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.400.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.7
INTERACTION DIAGRAM C3-60.7f /
c = 3 ksify = 60 ksi
Pne
γhh
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 51: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/51.jpg)
COLUMNS 3.13.3 - Nominal load-moment strength interaction diagram, C3-60.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.450.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.8
INTERACTION DIAGRAM C3-60.8f /
c = 3 ksify = 60 ksi
Pne
γhh
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 52: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/52.jpg)
COLUMNS 3.13.4 - Nominal load-moment strength interaction diagram, C3-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.550.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
K n = P
n / f
/ c Ag
Rn = Pn e / f / c Ag h
ρg = 0.08
γ = 0.9
INTERACTION DIAGRAM C3-60.9f /
c = 3 ksify = 60 ksi
Pne
γhh
ε t = 0.0035ε t = 0.005ε t = 0.004
![Page 53: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/53.jpg)
COLUMNS 3.14.1 - Nominal load-moment strength interaction diagram, C4-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.225 0.250 0.2750.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.6
INTERACTION DIAGRAM C4-60.6f /
c = 4 ksify = 60 ksi
Pne
γhh
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 54: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/54.jpg)
COLUMNS 3.14.2 - Nominal load-moment strength interaction diagram, C4-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.350.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
ρg = 0.08
γ = 0.7
INTERACTION DIAGRAM C4-60.7f /
c = 4 ksify = 60 ksi
Pne
γhh
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 55: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/55.jpg)
COLUMNS 3.14.3 - Nominal load-moment strength interaction diagram, C4-60.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.400.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
ρg = 0.08
γ = 0.8
INTERACTION DIAGRAM C4-60.8f /
c = 4 ksify = 60 ksi
Pne
γhh
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 56: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/56.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.400.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
COLUMNS 3.14.4 - Nominal load-moment strength interaction diagram, C4-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
ρg = 0.08
γ = 0.9
INTERACTION DIAGRAM C4-60.9f /
c = 4 ksify = 60 ksi
Pne
γhh
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 57: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/57.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.2250.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
COLUMNS 3.15.1 - Nominal load-moment strength interaction diagram, C5-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.6
INTERACTION DIAGRAM C5-60.6f /
c = 5 ksify = 60 ksi
Pne
γhh
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 58: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/58.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.300.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
COLUMNS 3.15.2 - Nominal load-moment strength interaction diagram, C5-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.7
INTERACTION DIAGRAM C5-60.7f /
c = 5 ksify = 60 ksi
Pne
γhh
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 59: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/59.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.300.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
COLUMNS 3.15.3 - Nominal load-moment strength interaction diagram, C5-60.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.8
INTERACTION DIAGRAM C5-60.8f /
c = 5 ksify = 60 ksi
Pne
γhh
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 60: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/60.jpg)
COLUMNS 3.15.4 - Nominal load-moment strength interaction diagram, C5-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.350.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.9
INTERACTION DIAGRAM C5-60.9f /
c = 5 ksify = 60 ksi
Pne
γhh
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 61: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/61.jpg)
COLUMNS 3.16.1 - Nominal load-moment strength interaction diagram, C6-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.2250.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.6
INTERACTION DIAGRAM C6-60.6f /
c = 6 ksify = 60 ksi
Pne
γhh
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 62: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/62.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.225 0.2500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.16.2 - Nominal load-moment strength interaction diagram, C6-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.7
INTERACTION DIAGRAM C6-60.7f /
c = 6 ksify = 60 ksi
Pne
γhh
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 63: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/63.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.300.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.16.3 - Nominal load-moment strength interaction diagram, C6-60.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.8
INTERACTION DIAGRAM C6-60.8f /
c = 6 ksify = 60 ksi
Pne
γhh
ε t = 0.0035ε t = 0.005
ε t = 0.004
![Page 64: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/64.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.300.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.16.4 - Nominal load-moment strength interaction diagram, C6-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.9
INTERACTION DIAGRAM C6-60.9f /
c = 6 ksify = 60 ksi
Pne
γhh
ε t = 0.0035
ε t = 0.005ε t = 0.004
![Page 65: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/65.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.1500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.17.1 - Nominal load-moment strength interaction diagram, C9-75.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.6
INTERACTION DIAGRAM C9-75.6f /
c = 9 ksify = 75 ksi
Pne
γhh
ε t = 0.0038ε t = 0.004ε t = 0.005
![Page 66: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/66.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.1750.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.17.2 - Nominal load-moment strength interaction diagram, C9-75.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.7
INTERACTION DIAGRAM C9-75.7f /
c = 9 ksify = 75 ksi
Pne
γhh
ε t = 0.0038ε t = 0.005
ε t = 0.004
![Page 67: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/67.jpg)
COLUMNS 3.17.3 - Nominal load-moment strength interaction diagram, C9-75.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
ρg = 0.08
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.2250.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.8
INTERACTION DIAGRAM C9-75.8f /
c = 9 ksify = 75 ksi
Pne
γhh
ε t = 0.0038ε t = 0.005ε t = 0.004
0.03
0.02
0.01
![Page 68: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/68.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.225 0.2500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.17.4 - Nominal load-moment strength interaction diagram, C9-75.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.9
INTERACTION DIAGRAM C9-75.9f /
c = 9 ksify = 75 ksi
Pne
γhh
ε t = 0.005
ε t = 0.0038ε t = 0.004
![Page 69: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/69.jpg)
COLUMNS 3.18.1 - Nominal load-moment strength interaction diagram, C12-75.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.050.040.030.02
0.01
0.000 0.025 0.050 0.075 0.100 0.125 0.1500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
ρg = 0.08γ = 0.6
INTERACTION DIAGRAM C12-75.6f /
c = 12 ksify = 75 ksi
Pne
γhh
ε t = 0.0038ε t = 0.005
ε t = 0.004
![Page 70: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/70.jpg)
COLUMNS 3.18.2 - Nominal load-moment strength interaction diagram, C12-75.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.020.01
0.000 0.025 0.050 0.075 0.100 0.125 0.1500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
ρg = 0.08 γ = 0.7
INTERACTION DIAGRAM C12-75.7f /
c = 12 ksify = 75 ksi
Pne
γhh
ε t = 0.0038ε t = 0.005
ε t = 0.004
![Page 71: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/71.jpg)
COLUMNS 3.18.3 - Nominal load-moment strength interaction diagram, C12-75.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.1750.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
ρg = 0.08 γ = 0.8
INTERACTION DIAGRAM C12-75.8f /
c = 12 ksify = 75 ksi
Pne
γhh
ε t = 0.0038ε t = 0.005
ε t = 0.004
![Page 72: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/72.jpg)
COLUMNS 3.18.4 - Nominal load-moment strength interaction diagram, C12-75.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.2000.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
γ = 0.9
INTERACTION DIAGRAM C12-75.9f /
c = 12 ksify = 75 ksi
Pne
γhh
ε t = 0.0038ε t = 0.005
ε t = 0.004
![Page 73: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/73.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.350.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
COLUMNS 3.19.1 - Nominal load-moment strength interaction diagram, S3-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S3-60.6
Pne
γhh
γ = 0.6
f /c = 3 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 74: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/74.jpg)
COLUMNS 3.19.2 - Nominal load-moment strength interaction diagram, S3-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.400.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S3-60.7
Pne
γhh
γ = 0.7
f /c = 3 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 75: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/75.jpg)
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
COLUMNS 3.19.3 - Nominal load-moment strength interaction diagram, S3-60.8
Kmax
fs/fy = 0
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S3-60.8
Pne
γhh
γ = 0.8
f /c = 3 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 76: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/76.jpg)
COLUMNS 3.19.4 - Nominal load-moment strength interaction diagram, S3-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.550.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S3-60.9
Pne
γhh
γ = 0.9
f /c = 3 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 77: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/77.jpg)
COLUMNS 3.20.1 - Nominal load-moment strength interaction diagram, S4-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.300.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S4-60.6
Pne
γhh
γ = 0.6
f /c = 4 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 78: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/78.jpg)
COLUMNS 3.20.2 - Nominal load-moment strength interaction diagram, S4-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.350.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S4-60.7
Pne
γhh
γ = 0.7
f /c = 4 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 79: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/79.jpg)
COLUMNS 3.20.3 - Nominal load-moment strength interaction diagram, S4-60.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.400.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S4-60.8
Pne
γhh
γ = 0.8
f /c = 4 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 80: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/80.jpg)
COLUMNS 3.20.4 - Nominal load-moment strength interaction diagram, S4-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.450.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S4-60.9
Pne
γhh
γ = 0.9
f /c = 4 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005ε t = 0.0040
![Page 81: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/81.jpg)
COLUMNS 3.21.1 - Nominal load-moment strength interaction diagram, S5-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.225 0.2500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S5-60.6
Pne
γhh
γ = 0.6
f /c = 5 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 82: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/82.jpg)
COLUMNS 3.21.2 - Nominal load-moment strength interaction diagram, S5-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.300.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S5-60.7
Pne
γhh
γ = 0.7
f /c = 5 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 83: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/83.jpg)
COLUMNS 3.21.3 - Nominal load-moment strength interaction diagram, S5-60.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.350.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S5-60.8
Pne
γhh
γ = 0.8
f /c = 5 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 84: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/84.jpg)
COLUMNS 3.21.4 - Nominal load-moment strength interaction diagram, S5-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.350.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S5-60.9
Pne
γhh
γ = 0.9
f /c = 5 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 85: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/85.jpg)
COLUMNS 3.22.1 - Nominal load-moment strength interaction diagram, S6-60.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.225 0.2500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S6-60.6
Pne
γhh
γ = 0.6
f /c = 6 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 86: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/86.jpg)
COLUMNS 3.22.2 - Nominal load-moment strength interaction diagram, S6-60.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.225 0.250 0.2750.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S6-60.7
Pne
γhh
γ = 0.7
f /c = 6 ksi
fy = 60 ksi
ε t = 0.005
ε t = 0.0035ε t = 0.0040
![Page 87: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/87.jpg)
COLUMNS 3.22.3 - Nominal load-moment strength interaction diagram, S6-60.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.300.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S6-60.8
Pne
γhh
γ = 0.8
f /c = 6 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 88: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/88.jpg)
COLUMNS 3.22.4 - Nominal load-moment strength interaction diagram, S6-60.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.350.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S6-60.9
Pne
γhh
γ = 0.9
f /c = 6 ksi
fy = 60 ksi
ε t = 0.0035ε t = 0.005
ε t = 0.0040
![Page 89: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/89.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.1750.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.23.1 - Nominal load-moment strength interaction diagram, S9-75.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S9-75.6
Pne
γhh
γ = 0.6
f /c = 9 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.005
ε t = 0.0040
![Page 90: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/90.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.2000.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.23.2 - Nominal load-moment strength interaction diagram, S9-75.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S9-75.7
Pne
γhh
γ = 0.7
f /c = 9 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.005
ε t = 0.0040
![Page 91: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/91.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.2250.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.23.3 - Nominal load-moment strength interaction diagram, S9-75.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S9-75.8
Pne
γhh
γ = 0.8
f /c = 9 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.005
ε t = 0.0040
![Page 92: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/92.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.225 0.2500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
COLUMNS 3.23.4 - Nominal load-moment strength interaction diagram, S9-75.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S9-75.9
Pne
γhh
γ = 0.9
f /c = 9 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.005
ε t = 0.0040
![Page 93: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/93.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.1500.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
COLUMNS 3.24.1 - Nominal load-moment strength interaction diagram, S12-75.6
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.070.060.05
0.04
0.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S12-75.6
Pne
γhh
γ = 0.6
f /c = 12 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.0050
ε t = 0.0040
![Page 94: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/94.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.1750.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
COLUMNS 3.24.2 - Nominal load-moment strength interaction diagram, S12-75.7
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.040.03
0.020.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S12-75.7
Pne
γhh
γ = 0.7
f /c = 12 ksi
fy = 75 ksi
ε t = 0.0038ε t = 0.005
ε t = 0.0040
![Page 95: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/95.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.2000.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
COLUMNS 3.24.3 - Nominal load-moment strength interaction diagram, S12-75.8
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.040.03
0.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S12-75.8
Pne
γhh
γ = 0.8
f /c = 12 ksi
fy = 75 ksi
ε t = 0.005
ε t = 0.0038ε t = 0.0040
![Page 96: Ayuda de Diseño_Diagramas de Interacción 3 SP17 - 09-07](https://reader033.vdocuments.net/reader033/viewer/2022051816/54336689219acd5e1a8b4787/html5/thumbnails/96.jpg)
0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.2250.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
COLUMNS 3.24.4 - Nominal load-moment strength interaction diagram, S12-75.9
fs/fy = 0
Kmax
0.25
0.50
0.75
1.0
0.07
0.06
0.05
0.04
0.030.02
0.01
ρg = 0.08
Kn =
Pn
/ f / c A
g
Rn = Pn e / f / c Ag h
INTERACTION DIAGRAM S12-75.9
Pne
γhh
γ = 0.9
f /c = 12 ksi
fy = 75 ksi
ε t = 0.005
ε t = 0.0038ε t = 0.0040