Interaction Diagram Squared Column2
COLUMNS 3.3.3 - Nominal load-moment strength interaction diagram, R5-60.8 1.8 h h INTERACTION DIAGRAM R5-60.8 / f c =
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- Diego Díaz
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COLUMNS 3.3.3 - Nominal load-moment strength interaction diagram, R5-60.8
1.8
h h
INTERACTION DIAGRAM R5-60.8 / f c = 5 ksi
1.6
g
fy = 60 ksi
= 0.08
= 0.8 0.07
1.4
Kmax
0.06
e
Pn
0.05
1.2
0.04
fs/fy = 0 0.03
1.0 0.02
0.25 0.01
0.8 0.50
0.6 0.75
0.4
1.0
t = 0.0035 t = 0.0040 t = 0.005
0.2
0.0 0.00
0.05
0.10
0.15
0.20
Rn = Pn e / f
0.25 / c
Ag h
0.30
0.35
0.40
COLUMNS 3.3.4 - Nominal load-moment strength interaction diagram, R5-60.9 1.8
h h
INTERACTION DIAGRAM R5-60.9 / f c = 5 ksi g
1.6
= 0.08
= 0.9
0.07
1.4
fy = 60 ksi
Kmax
0.06
e
0.05
1.2
0.04
Pn
fs/fy = 0
0.03
K =P /f
A
1.0
0.02
0.25
0.01
0.8
0.50
0.6
0.75
1.0
0.4 t = 0.0035 t = 0.0040 t = 0.005
0.2
0.0 0.00
0.05
0.10
0.15
0.20 Rn = Pn e / f
0.25 / c
Ag h
0.30
0.35
0.40
0.45
COLUMNS 3.4.1 - Nominal load-moment strength interaction diagram, R6-60.6 1.6 g
1.4
= 0.08
0.07
h h
INTERACTION DIAGRAM R6-60.6 / f c = 6 ksi fy = 60 ksi
= 0.6 0.06
Kmax 0.05
1.2
e
0.04
Pn
0.03
1.0
0.02
fs/fy = 0
0.01
0.8 0.25
0.6 0.50
0.4
0.75
1.0
0.2
0.0 0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.225 0.250 0.275 Rn = Pn e / f
/ c
Ag h
COLUMNS 3.4.2 - Nominal load-moment strength interaction diagram, R6-60.7 1.6 h h
INTERACTION DIAGRAM R6-60.7 / f c = 6 ksi g
= 0.08
1.4 0.07
fy = 60 ksi
= 0.7 Kmax
0.06
1.2
0.05
e
Pn
0.04
1.0
0.03
fs/fy = 0
K =P /f
A
0.02
0.8
0.01
0.25
0.6
0.50
0.75
0.4 1.0
0.2
0.0 0.00
0.05
0.10
0.15 R n = Pn e / f
0.20 / c
Ag h
0.25
0.30
COLUMNS 3.4.3 - Nominal load-moment strength interaction diagram, R6-60.8 1.6 g
= 0.08
1.4 0.07
fy = 60 ksi
= 0.8 Kmax
0.06
1.2
h h
INTERACTION DIAGRAM R6-60.8 / f c = 6 ksi
0.05
e
Pn
0.04
1.0
0.03
fs/fy = 0
0.02
0.8
0.01
0.25
0.50
0.6 0.75
0.4 1.0
0.2
0.0 0.00
0.05
0.10
0.15
0.20
Rn = Pn e / f / c Ag h
0.25
0.30
0.35
COLUMNS 3.4.4 - Nominal load-moment strength interaction diagram, R6-60.9 1.6 g
1.4
1.2
h h
INTERACTION DIAGRAM R6-60.9 / f c = 6 ksi
= 0.08
fy = 60 ksi
0.07
= 0.9
0.06
Kmax
0.05
e
Pn
0.04
1.0
fs/fy = 0
0.03 0.02
0.8
0.25
0.01
0.50
0.6 0.75
0.4
1.0
0.2
0.0 0.00
0.05
0.10
0.15
0.20
Rn = Pn e / f
0.25 / c
Ag h
0.30
0.35
0.40
COLUMNS 3.5.1 - Nominal load-moment strength interaction diagram, R9-75.6 1.6
h h
INTERACTION DIAGRAM R9-75.6 / f c = 9 ksi
1.4
fy = 75 ksi g
= 0.08
= 0.6
0.07
1.2
0.06
Kmax
0.05
Pn
e
0.04
1.0
0.03 0.02
0.8 fs/fy = 0
n
n
/
c
g
0.01
0.6 0.25
0.4
0.50
0.75
0.2
1.0
0.0 0.000
0.025
0.050
0.075
0.100
Rn = Pn e / f
/ c
0.125 Ag h
0.150
0.175
0.200
COLUMNS 3.5.2 - Nominal load-moment strength interaction diagram, R9-75.7 1.6
h h
INTERACTION DIAGRAM R9-75.7 / f c = 9 ksi fy = 75 ksi
1.4
= 0.7 g
1.2
= 0.08
0.07
Kmax
0.06
e
Pn
0.05
1.0
0.04 0.03
/
c
g
0.02
0.8
0.01
n
n
fs/fy = 0
0.6
0.25
0.50
0.4
0.75
0.2
t t = 0.0 t = 0= 0.004038 .005 0 0
1.0
0.0 0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.200 0.225 0.250 Rn = Pn e / f
/ c
Ag h
COLUMNS 3.5.3 - Nominal load-moment strength interaction diagram, R9-75.8 1.6
h h
INTERACTION DIAGRAM R9-75.8 / f c = 9 ksi fy = 75 ksi
1.4
= 0.8 g
= 0.08
0.07
1.2
Kmax
0.06
e
Pn
0.05
1.0
0.04 0.03
0.8
0.01
fs/fy = 0
n
n
/
c
g
0.02
0.25
0.6
0.50
0.4 0.75
t= t = 0 0.0038 t = 0 .004 .0 0 5 0 0
0.2
0.0 0.00
0.05
0.10
1.0
0.15 Rn = Pn e / f
0.20
/ c
Ag h
0.25
0.30
COLUMNS 3.5.4 - Nominal load-moment strength interaction diagram, R9-75.9 1.6
h h
INTERACTION DIAGRAM R9-75.9 f /c = 9 ksi fy = 75 ksi
1.4
= 0.9 g
= 0.08
0.07
1.2
0.06
Kmax
e
Pn
0.05 0.04
1.0 0.03 0.02
0.8
fs/fy = 0
0.01
0.25
0.6 0.50
0.4
0.75
1.0
0.2
0.0 0.00
0.05
0.10
0.15 Rn = Pn e / f / c Ag h
0.20
0.25
0.30