-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars004#10_NX002_NY002_cc2.51
Section 1 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 4 # 10
Ag: 256.00 in^2
As: 5.08 in^2
Roh: 1.98%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 9.71 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 491.22 62.74 -0.00056
P1 398.94 100.84 0.00000
P2 271.44 136.47 0.00103
P3 175.18 157.54 0.00207
P4 115.11 182.90 0.00500
P5 -0.00 135.07 0.00964
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 491.22 -62.74 -0.00056
P1 398.94 -100.84 0.00000
P2 271.44 -136.47 0.00103
P3 175.18 -157.54 0.00207
P4 115.11 -182.90 0.00500
P5 -0.00 -135.07 0.00964
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars004#8_NX002_NY002_cc2.375
Section 2 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 4 # 8
Ag: 256.00 in^2
As: 3.16 in^2
Roh: 1.23%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 10.25 in
-150 -125 -100 -75 -50 -25Moment (kip-ft)
0 25 50 75 100 125 150
450
400
350
300
250
200
150
100
50
0
Axi
al F
orce
(ki
p)
-50
-100
-150
-200
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 433.86 57.07 -0.00047
P1 366.14 84.20 0.00000
P2 256.57 112.41 0.00103
P3 179.15 125.81 0.00207
P4 136.74 146.79 0.00500
P5 -0.00 88.53 0.01326
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 433.86 -57.07 -0.00047
P1 366.14 -84.20 0.00000
P2 256.57 -112.41 0.00103
P3 179.15 -125.81 0.00207
P4 136.74 -146.79 0.00500
P5 -0.00 -88.53 0.01326
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars004#9_NX002_NY002_cc2.439
Section 3 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.439 in
Bars: 4 # 9
Ag: 256.00 in^2
As: 4.00 in^2
Roh: 1.56%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 9.99 in
-200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 458.95 59.62 -0.00051
P1 380.38 91.59 0.00000
P2 262.99 123.04 0.00103
P3 177.60 139.94 0.00207
P4 127.63 162.92 0.00500
P5 0.00 109.20 0.01150
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 458.95 -59.62 -0.00051
P1 380.38 -91.59 0.00000
P2 262.99 -123.04 0.00103
P3 177.60 -139.94 0.00207
P4 127.63 -162.92 0.00500
P5 0.00 -109.20 0.01150
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars006#10_NX002_NY003_cc2.51
Section 4 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 6 # 10
Ag: 256.00 in^2
As: 7.62 in^2
Roh: 2.98%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 4.22 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 567.10 70.60 -0.00063
P1 446.37 122.53 0.00000
P2 294.10 169.49 0.00103
P3 172.79 201.76 0.00207
P4 93.71 235.86 0.00500
P5 0.01 197.22 0.00783
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 567.10 -60.21 -0.00058
P1 453.19 -100.84 0.00000
P2 296.31 -136.47 0.00103
P3 174.89 -157.54 0.00207
P4 -0.53 -182.90 0.00500
P5 0.01 -182.86 0.00499
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars006#10_NX003_NY002_cc2.51
Section 5 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 6 # 10
Ag: 256.00 in^2
As: 7.62 in^2
Roh: 2.98%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 4.22 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005 P4P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 567.10 60.21 -0.00058
P1 453.19 100.84 0.00000
P2 296.31 136.47 0.00103
P3 174.89 157.54 0.00207
P4 -0.53 182.90 0.00500
P5 0.01 182.86 0.00499
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 567.10 -70.60 -0.00063
P1 446.37 -122.53 0.00000
P2 294.10 -169.49 0.00103
P3 172.79 -201.76 0.00207
P4 93.71 -235.86 0.00500
P5 0.01 -197.22 0.00783
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars006#8_NX002_NY003_cc2.375
Section 6 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 6 # 8
Ag: 256.00 in^2
As: 4.74 in^2
Roh: 1.85%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 4.63 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 481.06 62.40 -0.00053
P1 395.64 98.03 0.00000
P2 270.67 133.46 0.00103
P3 177.85 154.08 0.00207
P4 125.37 181.45 0.00500
P5 0.00 128.56 0.01056
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 481.06 -54.98 -0.00049
P1 400.40 -84.20 0.00000
P2 272.75 -112.41 0.00103
P3 179.86 -125.81 0.00207
P4 66.74 -146.79 0.00500
P5 0.00 -127.05 0.00726
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars006#8_NX003_NY002_cc2.375
Section 7 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 6 # 8
Ag: 256.00 in^2
As: 4.74 in^2
Roh: 1.85%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 4.63 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 481.06 54.98 -0.00049
P1 400.40 84.20 0.00000
P2 272.75 112.41 0.00103
P3 179.86 125.81 0.00207
P4 66.74 146.79 0.00500
P5 0.00 127.05 0.00726
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 481.06 -62.40 -0.00053
P1 395.64 -98.03 0.00000
P2 270.67 -133.46 0.00103
P3 177.85 -154.08 0.00207
P4 125.37 -181.45 0.00500
P5 0.00 -128.56 0.01056
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars006#9_NX002_NY003_cc2.439
Section 8 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.439 in
Bars: 6 # 9
Ag: 256.00 in^2
As: 6.00 in^2
Roh: 2.34%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 4.43 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 518.70 66.09 -0.00058
P1 417.72 108.89 0.00000
P2 280.84 149.38 0.00103
P3 175.95 175.32 0.00207
P4 112.08 205.76 0.00500
P5 -0.01 158.98 0.00912
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 518.70 -57.29 -0.00054
P1 423.44 -91.59 0.00000
P2 283.05 -123.04 0.00103
P3 177.97 -139.94 0.00207
P4 37.87 -162.92 0.00500
P5 0.01 -155.67 0.00571
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars006#9_NX003_NY002_cc2.439
Section 9 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.439 in
Bars: 6 # 9
Ag: 256.00 in^2
As: 6.00 in^2
Roh: 2.34%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 4.43 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 518.70 57.29 -0.00054
P1 423.44 91.59 0.00000
P2 283.05 123.04 0.00103
P3 177.97 139.94 0.00207
P4 37.87 162.92 0.00500
P5 0.01 155.67 0.00571
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 518.70 -66.09 -0.00058
P1 417.72 -108.89 0.00000
P2 280.84 -149.38 0.00103
P3 175.95 -175.32 0.00207
P4 112.08 -205.76 0.00500
P5 -0.01 -158.98 0.00912
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars008#10_NX002_NY004_cc2.51
Section 10 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 8 # 10
Ag: 256.00 in^2
As: 10.16 in^2
Roh: 3.97%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.39 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 642.97 78.28 -0.00069
P1 493.79 144.23 0.00000
P2 316.76 202.52 0.00103
P3 170.39 245.99 0.00207
P4 72.32 288.83 0.00500
P5 -0.00 259.08 0.00677
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 642.98 -62.95 -0.00060
P1 507.43 -106.78 0.00000
P2 325.39 -143.82 0.00103
P3 170.39 -166.94 0.00207
P4 -65.74 -197.15 0.00500
P5 0.01 -193.50 0.00399
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars008#10_NX003_NY003_cc2.51
Section 11 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 8 # 10
Ag: 256.00 in^2
As: 10.16 in^2
Roh: 3.97%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 4.22 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005 P4P5
P0
P1
P2
P3
P4P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 642.97 68.92 -0.00065
P1 500.61 122.53 0.00000
P2 318.97 169.49 0.00103
P3 172.50 201.76 0.00207
P4 -21.92 235.86 0.00500
P5 -0.00 233.59 0.00472
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 642.97 -68.92 -0.00065
P1 500.61 -122.53 0.00000
P2 318.97 -169.49 0.00103
P3 172.50 -201.76 0.00207
P4 -21.92 -235.86 0.00500
P5 -0.00 -233.59 0.00472
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars008#10_NX004_NY002_cc2.51
Section 12 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 8 # 10
Ag: 256.00 in^2
As: 10.16 in^2
Roh: 3.97%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.39 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 642.98 62.95 -0.00060
P1 507.43 106.78 0.00000
P2 325.39 143.82 0.00103
P3 170.39 166.94 0.00207
P4 -65.74 197.15 0.00500
P5 0.01 193.50 0.00399
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 642.97 -78.28 -0.00069
P1 493.79 -144.23 0.00000
P2 316.76 -202.52 0.00103
P3 170.39 -245.99 0.00207
P4 72.32 -288.83 0.00500
P5 -0.00 -259.08 0.00677
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars008#8_NX002_NY004_cc2.375
Section 13 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 8 # 8
Ag: 256.00 in^2
As: 6.32 in^2
Roh: 2.47%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.75 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 528.26 67.54 -0.00058
P1 425.14 111.86 0.00000
P2 284.76 154.50 0.00103
P3 176.54 182.35 0.00207
P4 114.00 216.12 0.00500
P5 -0.01 168.24 0.00914
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 528.26 -56.39 -0.00051
P1 434.67 -88.05 0.00000
P2 291.55 -117.16 0.00103
P3 177.95 -131.89 0.00207
P4 26.82 -156.28 0.00500
P5 -0.01 -148.91 0.00561
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars008#8_NX003_NY003_cc2.375
Section 14 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 8 # 8
Ag: 256.00 in^2
As: 6.32 in^2
Roh: 2.47%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 4.63 in
-200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 528.26 60.71 -0.00055
P1 429.90 98.03 0.00000
P2 286.85 133.46 0.00103
P3 178.55 154.08 0.00207
P4 55.38 181.45 0.00500
P5 0.00 166.01 0.00645
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 528.26 -60.71 -0.00055
P1 429.90 -98.03 0.00000
P2 286.85 -133.46 0.00103
P3 178.55 -154.08 0.00207
P4 55.38 -181.45 0.00500
P5 0.00 -166.01 0.00645
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars008#8_NX004_NY002_cc2.375
Section 15 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 8 # 8
Ag: 256.00 in^2
As: 6.32 in^2
Roh: 2.47%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.75 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 528.26 56.39 -0.00051
P1 434.67 88.05 0.00000
P2 291.55 117.16 0.00103
P3 177.95 131.89 0.00207
P4 26.82 156.28 0.00500
P5 -0.01 148.91 0.00561
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 528.26 -67.54 -0.00058
P1 425.14 -111.86 0.00000
P2 284.76 -154.50 0.00103
P3 176.54 -182.35 0.00207
P4 114.00 -216.12 0.00500
P5 -0.01 -168.24 0.00914
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars008#9_NX002_NY004_cc2.439
Section 16 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.439 in
Bars: 8 # 9
Ag: 256.00 in^2
As: 8.00 in^2
Roh: 3.13%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.58 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 578.45 72.34 -0.00064
P1 455.06 126.20 0.00000
P2 298.68 175.73 0.00103
P3 174.29 210.70 0.00207
P4 96.53 248.60 0.00500
P5 -0.00 208.47 0.00789
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 578.44 -59.26 -0.00056
P1 466.51 -96.36 0.00000
P2 306.42 -128.95 0.00103
P3 175.02 -147.50 0.00207
P4 -13.04 -174.55 0.00500
P5 0.01 -173.89 0.00476
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars008#9_NX003_NY003_cc2.439
Section 17 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.439 in
Bars: 8 # 9
Ag: 256.00 in^2
As: 8.00 in^2
Roh: 3.13%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 4.43 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005P4
P5
P0
P1
P2
P3
P4P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 578.45 64.33 -0.00060
P1 460.78 108.89 0.00000
P2 300.89 149.38 0.00103
P3 176.31 175.32 0.00207
P4 22.33 205.76 0.00500
P5 0.00 201.39 0.00535
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 578.45 -64.33 -0.00060
P1 460.78 -108.89 0.00000
P2 300.89 -149.38 0.00103
P3 176.31 -175.32 0.00207
P4 22.33 -205.76 0.00500
P5 0.00 -201.39 0.00535
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars008#9_NX004_NY002_cc2.439
Section 18 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.439 in
Bars: 8 # 9
Ag: 256.00 in^2
As: 8.00 in^2
Roh: 3.13%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.58 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005 P4P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 578.44 59.26 -0.00056
P1 466.51 96.36 0.00000
P2 306.42 128.95 0.00103
P3 175.02 147.50 0.00207
P4 -13.04 174.55 0.00500
P5 0.01 173.89 0.00476
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 578.45 -72.34 -0.00064
P1 455.06 -126.20 0.00000
P2 298.68 -175.73 0.00103
P3 174.29 -210.70 0.00207
P4 96.53 -248.60 0.00500
P5 -0.00 -208.47 0.00789
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars010#10_NX002_NY005_cc2.51
Section 19 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 10 # 10
Ag: 256.00 in^2
As: 12.70 in^2
Roh: 4.96%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.47 in
-400 -300 -200 -100Moment (kip-ft)
0 100 200 300 400
1000
800
600
400
200
0
Axi
al F
orce
(ki
p)
-200
-400
-600
-800
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 718.86 85.87 -0.00074
P1 541.22 165.93 0.00000
P2 339.42 235.55 0.00103
P3 168.00 290.21 0.00207
P4 50.93 341.79 0.00500
P5 -0.01 320.85 0.00606
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 718.86 -67.06 -0.00062
P1 561.68 -114.21 0.00000
P2 350.27 -153.49 0.00103
P3 170.10 -179.17 0.00207
P4 -145.40 -212.51 0.00500
P5 0.01 -205.98 0.00357
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars010#10_NX003_NY004_cc2.51
Section 20 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 10 # 10
Ag: 256.00 in^2
As: 12.70 in^2
Roh: 4.96%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.39 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
1000
800
600
400
200
0
Axi
al F
orce
(ki
p)
-200
-400
-600
-800
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 718.86 77.33 -0.00070
P1 548.04 144.23 0.00000
P2 341.63 202.52 0.00103
P3 170.10 245.99 0.00207
P4 -43.31 288.83 0.00500
P5 -0.00 283.38 0.00449
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 718.86 -72.18 -0.00066
P1 554.86 -128.48 0.00000
P2 348.05 -176.84 0.00103
P3 168.00 -211.16 0.00207
P4 -87.13 -250.12 0.00500
P5 -0.01 -242.22 0.00386
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars010#10_NX004_NY003_cc2.51
Section 21 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 10 # 10
Ag: 256.00 in^2
As: 12.70 in^2
Roh: 4.96%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.39 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
1000
800
600
400
200
0
Axi
al F
orce
(ki
p)
-200
-400
-600
-800
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 718.86 72.18 -0.00066
P1 554.86 128.48 0.00000
P2 348.05 176.84 0.00103
P3 168.00 211.16 0.00207
P4 -87.13 250.12 0.00500
P5 -0.01 242.22 0.00386
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 718.86 -77.33 -0.00070
P1 548.04 -144.23 0.00000
P2 341.63 -202.52 0.00103
P3 170.10 -245.99 0.00207
P4 -43.31 -288.83 0.00500
P5 -0.00 -283.38 0.00449
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars010#10_NX005_NY002_cc2.51
Section 22 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 10 # 10
Ag: 256.00 in^2
As: 12.70 in^2
Roh: 4.96%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.47 in
-400 -300 -200 -100Moment (kip-ft)
0 100 200 300 400
1000
800
600
400
200
0
Axi
al F
orce
(ki
p)
-200
-400
-600
-800
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 718.86 67.06 -0.00062
P1 561.68 114.21 0.00000
P2 350.27 153.49 0.00103
P3 170.10 179.17 0.00207
P4 -145.40 212.51 0.00500
P5 0.01 205.98 0.00357
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 718.86 -85.87 -0.00074
P1 541.22 -165.93 0.00000
P2 339.42 -235.55 0.00103
P3 168.00 -290.21 0.00207
P4 50.93 -341.79 0.00500
P5 -0.01 -320.85 0.00606
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars010#8_NX002_NY005_cc2.375
Section 23 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 10 # 8
Ag: 256.00 in^2
As: 7.90 in^2
Roh: 3.09%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.81 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 575.46 72.56 -0.00063
P1 454.64 125.69 0.00000
P2 298.86 175.55 0.00103
P3 175.23 210.62 0.00207
P4 102.63 250.78 0.00500
P5 0.01 207.78 0.00818
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 575.46 -58.80 -0.00053
P1 468.94 -92.85 0.00000
P2 307.73 -123.42 0.00103
P3 178.66 -139.80 0.00207
P4 -20.47 -166.34 0.00500
P5 -0.00 -165.46 0.00470
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars010#8_NX003_NY004_cc2.375
Section 24 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 10 # 8
Ag: 256.00 in^2
As: 7.90 in^2
Roh: 3.09%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.75 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005P4
P5
P0
P1
P2
P3
P4P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 575.46 66.22 -0.00059
P1 459.41 111.86 0.00000
P2 300.94 154.50 0.00103
P3 177.24 182.35 0.00207
P4 44.01 216.12 0.00500
P5 -0.00 205.00 0.00589
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 575.46 -62.38 -0.00056
P1 464.17 -101.88 0.00000
P2 305.64 -138.21 0.00103
P3 176.64 -160.16 0.00207
P4 15.45 -190.94 0.00500
P5 -0.00 -186.50 0.00532
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars010#8_NX004_NY003_cc2.375
Section 25 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 10 # 8
Ag: 256.00 in^2
As: 7.90 in^2
Roh: 3.09%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.75 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005 P4P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 575.46 62.38 -0.00056
P1 464.17 101.88 0.00000
P2 305.64 138.21 0.00103
P3 176.64 160.16 0.00207
P4 15.45 190.94 0.00500
P5 -0.00 186.50 0.00532
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 575.46 -66.22 -0.00059
P1 459.41 -111.86 0.00000
P2 300.94 -154.50 0.00103
P3 177.24 -182.35 0.00207
P4 44.01 -216.12 0.00500
P5 -0.00 -205.00 0.00589
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars010#8_NX005_NY002_cc2.375
Section 26 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 10 # 8
Ag: 256.00 in^2
As: 7.90 in^2
Roh: 3.09%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.81 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005 P4P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 575.46 58.80 -0.00053
P1 468.94 92.85 0.00000
P2 307.73 123.42 0.00103
P3 178.66 139.80 0.00207
P4 -20.47 166.34 0.00500
P5 -0.00 165.46 0.00470
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 575.46 -72.56 -0.00063
P1 454.64 -125.69 0.00000
P2 298.86 -175.55 0.00103
P3 175.23 -210.62 0.00207
P4 102.63 -250.78 0.00500
P5 0.01 -207.78 0.00818
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars010#9_NX002_NY005_cc2.439
Section 27 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.439 in
Bars: 10 # 9
Ag: 256.00 in^2
As: 10.00 in^2
Roh: 3.91%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.65 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 638.20 78.49 -0.00068
P1 492.40 143.50 0.00000
P2 316.52 202.07 0.00103
P3 172.63 246.08 0.00207
P4 80.98 291.45 0.00500
P5 0.01 257.83 0.00706
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 638.19 -62.44 -0.00057
P1 509.57 -102.33 0.00000
P2 326.48 -136.73 0.00103
P3 175.38 -157.33 0.00207
P4 -74.26 -186.98 0.00500
P5 -0.00 -183.68 0.00410
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars010#9_NX003_NY004_cc2.439
Section 28 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.439 in
Bars: 10 # 9
Ag: 256.00 in^2
As: 10.00 in^2
Roh: 3.91%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.58 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005 P4P5
P0
P1
P2
P3
P4P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 638.20 71.11 -0.00064
P1 498.13 126.20 0.00000
P2 318.74 175.73 0.00103
P3 174.65 210.70 0.00207
P4 6.78 248.60 0.00500
P5 0.01 247.16 0.00510
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 638.20 -66.66 -0.00061
P1 503.85 -113.67 0.00000
P2 324.27 -155.30 0.00103
P3 173.36 -182.88 0.00207
P4 -28.59 -217.40 0.00500
P5 -0.00 -214.99 0.00451
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars010#9_NX004_NY003_cc2.439
Section 29 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.439 in
Bars: 10 # 9
Ag: 256.00 in^2
As: 10.00 in^2
Roh: 3.91%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.58 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005P4
P5
P0
P1
P2
P3
P4P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 638.20 66.66 -0.00061
P1 503.85 113.67 0.00000
P2 324.27 155.30 0.00103
P3 173.36 182.88 0.00207
P4 -28.59 217.40 0.00500
P5 -0.00 214.99 0.00451
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 638.20 -71.11 -0.00064
P1 498.13 -126.20 0.00000
P2 318.74 -175.73 0.00103
P3 174.65 -210.70 0.00207
P4 6.78 -248.60 0.00500
P5 0.01 -247.16 0.00510
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars010#9_NX005_NY002_cc2.439
Section 30 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.439 in
Bars: 10 # 9
Ag: 256.00 in^2
As: 10.00 in^2
Roh: 3.91%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.65 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 638.19 62.44 -0.00057
P1 509.57 102.33 0.00000
P2 326.48 136.73 0.00103
P3 175.38 157.33 0.00207
P4 -74.26 186.98 0.00500
P5 -0.00 183.68 0.00410
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 638.20 -78.49 -0.00068
P1 492.40 -143.50 0.00000
P2 316.52 -202.07 0.00103
P3 172.63 -246.08 0.00207
P4 80.98 -291.45 0.00500
P5 0.01 -257.83 0.00706
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars012#10_NX003_NY005_cc2.51
Section 31 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 12 # 10
Ag: 256.00 in^2
As: 15.24 in^2
Roh: 5.95%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.47 in
-400 -300 -200 -100Moment (kip-ft)
0 100 200 300 400
1000
800
600
400
200
0A
xial
For
ce (
kip)
-200
-400
-600
-800
-1000
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 794.73 85.56 -0.00074
P1 595.46 165.93 0.00000
P2 364.29 235.55 0.00103
P3 167.71 290.21 0.00207
P4 -64.71 341.79 0.00500
P5 -0.01 332.38 0.00430
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 794.74 -76.07 -0.00067
P1 609.10 -135.90 0.00000
P2 372.93 -186.51 0.00103
P3 167.71 -223.40 0.00207
P4 -166.80 -265.47 0.00500
P5 0.00 -252.48 0.00341
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars012#10_NX004_NY004_cc2.51
Section 32 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 12 # 10
Ag: 256.00 in^2
As: 15.24 in^2
Roh: 5.95%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.39 in
-400 -300 -200 -100Moment (kip-ft)
0 100 200 300 400
1000
800
600
400
200
0A
xial
For
ce (
kip)
-200
-400
-600
-800
-1000
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 794.74 81.08 -0.00070
P1 602.28 150.17 0.00000
P2 370.71 209.87 0.00103
P3 165.60 255.39 0.00207
P4 -108.53 303.08 0.00500
P5 0.00 290.38 0.00375
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 794.74 -81.08 -0.00070
P1 602.28 -150.17 0.00000
P2 370.71 -209.87 0.00103
P3 165.60 -255.39 0.00207
P4 -108.53 -303.08 0.00500
P5 0.00 -290.38 0.00375
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars012#10_NX005_NY003_cc2.51
Section 33 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 12 # 10
Ag: 256.00 in^2
As: 15.24 in^2
Roh: 5.95%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.47 in
-400 -300 -200 -100Moment (kip-ft)
0 100 200 300 400
1000
800
600
400
200
0A
xial
For
ce (
kip)
-200
-400
-600
-800
-1000
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 794.74 76.07 -0.00067
P1 609.10 135.90 0.00000
P2 372.93 186.51 0.00103
P3 167.71 223.40 0.00207
P4 -166.80 265.47 0.00500
P5 0.00 252.48 0.00341
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 794.73 -85.56 -0.00074
P1 595.46 -165.93 0.00000
P2 364.29 -235.55 0.00103
P3 167.71 -290.21 0.00207
P4 -64.71 -341.79 0.00500
P5 -0.01 -332.38 0.00430
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars012#8_NX002_NY006_cc2.375
Section 34 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 12 # 8
Ag: 256.00 in^2
As: 9.48 in^2
Roh: 3.70%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.25 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 622.66 77.50 -0.00066
P1 484.14 139.52 0.00000
P2 312.96 196.60 0.00103
P3 173.92 238.89 0.00207
P4 91.26 285.44 0.00500
P5 -0.00 247.24 0.00748
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 622.66 -59.66 -0.00056
P1 503.21 -98.04 0.00000
P2 326.52 -130.03 0.00103
P3 179.36 -148.45 0.00207
P4 -64.93 -178.07 0.00500
P5 0.00 -173.82 0.00413
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars012#8_NX003_NY005_cc2.375
Section 35 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 12 # 8
Ag: 256.00 in^2
As: 9.48 in^2
Roh: 3.70%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.81 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 622.66 71.57 -0.00063
P1 488.91 125.69 0.00000
P2 315.04 175.55 0.00103
P3 175.93 210.62 0.00207
P4 32.64 250.78 0.00500
P5 -0.01 243.10 0.00554
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 622.66 -64.84 -0.00057
P1 498.44 -106.68 0.00000
P2 321.82 -144.47 0.00103
P3 177.35 -168.08 0.00207
P4 -31.84 -201.00 0.00500
P5 -0.01 -198.91 0.00456
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars012#8_NX004_NY004_cc2.375
Section 36 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 12 # 8
Ag: 256.00 in^2
As: 9.48 in^2
Roh: 3.70%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.75 in
-250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005 P4P5
P0
P1
P2
P3
P4P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 622.66 68.13 -0.00060
P1 493.67 115.70 0.00000
P2 319.74 159.26 0.00103
P3 175.33 188.43 0.00207
P4 4.09 225.60 0.00500
P5 -0.00 224.39 0.00508
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 622.66 -68.13 -0.00060
P1 493.67 -115.70 0.00000
P2 319.74 -159.26 0.00103
P3 175.33 -188.43 0.00207
P4 4.09 -225.60 0.00500
P5 -0.00 -224.39 0.00508
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars012#8_NX005_NY003_cc2.375
Section 37 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 12 # 8
Ag: 256.00 in^2
As: 9.48 in^2
Roh: 3.70%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.81 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 622.66 64.84 -0.00057
P1 498.44 106.68 0.00000
P2 321.82 144.47 0.00103
P3 177.35 168.08 0.00207
P4 -31.84 201.00 0.00500
P5 -0.01 198.91 0.00456
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 622.66 -71.57 -0.00063
P1 488.91 -125.69 0.00000
P2 315.04 -175.55 0.00103
P3 175.93 -210.62 0.00207
P4 32.64 -250.78 0.00500
P5 -0.01 -243.10 0.00554
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars012#8_NX006_NY002_cc2.375
Section 38 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 12 # 8
Ag: 256.00 in^2
As: 9.48 in^2
Roh: 3.70%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.25 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 622.66 59.66 -0.00056
P1 503.21 98.04 0.00000
P2 326.52 130.03 0.00103
P3 179.36 148.45 0.00207
P4 -64.93 178.07 0.00500
P5 0.00 173.82 0.00413
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 622.66 -77.50 -0.00066
P1 484.14 -139.52 0.00000
P2 312.96 -196.60 0.00103
P3 173.92 -238.89 0.00207
P4 91.26 -285.44 0.00500
P5 -0.00 -247.24 0.00748
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars012#9_NX003_NY005_cc2.439
Section 39 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.439 in
Bars: 12 # 9
Ag: 256.00 in^2
As: 12.00 in^2
Roh: 4.69%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.65 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
800
600
400
200
0A
xial
For
ce (
kip)
-200
-400
-600
-800
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005 P4P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 697.94 77.73 -0.00069
P1 535.47 143.50 0.00000
P2 336.58 202.07 0.00103
P3 173.00 246.08 0.00207
P4 -8.77 291.45 0.00500
P5 -0.00 290.17 0.00488
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 697.94 -69.74 -0.00062
P1 546.91 -119.64 0.00000
P2 344.32 -163.07 0.00103
P3 173.73 -192.71 0.00207
P4 -89.80 -229.83 0.00500
P5 0.01 -223.75 0.00398
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars012#9_NX004_NY004_cc2.439
Section 40 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.439 in
Bars: 12 # 9
Ag: 256.00 in^2
As: 12.00 in^2
Roh: 4.69%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 2.58 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
800
600
400
200
0A
xial
For
ce (
kip)
-200
-400
-600
-800
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 697.94 73.81 -0.00065
P1 541.19 130.97 0.00000
P2 342.11 181.64 0.00103
P3 171.70 218.26 0.00207
P4 -44.14 260.24 0.00500
P5 -0.01 255.26 0.00431
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 697.94 -73.81 -0.00065
P1 541.19 -130.97 0.00000
P2 342.11 -181.64 0.00103
P3 171.70 -218.26 0.00207
P4 -44.14 -260.24 0.00500
P5 -0.01 -255.26 0.00431
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars012#9_NX005_NY003_cc2.439
Section 41 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.439 in
Bars: 12 # 9
Ag: 256.00 in^2
As: 12.00 in^2
Roh: 4.69%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.65 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
800
600
400
200
0A
xial
For
ce (
kip)
-200
-400
-600
-800
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 697.94 69.74 -0.00062
P1 546.91 119.64 0.00000
P2 344.32 163.07 0.00103
P3 173.73 192.71 0.00207
P4 -89.80 229.83 0.00500
P5 0.01 223.75 0.00398
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 697.94 -77.73 -0.00069
P1 535.47 -143.50 0.00000
P2 336.58 -202.07 0.00103
P3 173.00 -246.08 0.00207
P4 -8.77 -291.45 0.00500
P5 -0.00 -290.17 0.00488
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars014#10_NX004_NY005_cc2.51
Section 42 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 14 # 10
Ag: 256.00 in^2
As: 17.78 in^2
Roh: 6.95%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.47 in
-500 -400 -300 -200 -100Moment (kip-ft)
0 100 200 300 400 500
1000
800
600
400
200
0
Axi
al F
orce
(ki
p)
-200
-400
-600
-800
-1000
-1200
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 870.62 89.77 -0.00074
P1 649.71 171.87 0.00000
P2 393.37 242.90 0.00103
P3 163.21 299.61 0.00207
P4 -129.92 356.04 0.00500
P5 -0.01 338.10 0.00365
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 870.61 -84.81 -0.00071
P1 656.53 -157.60 0.00000
P2 395.59 -219.54 0.00103
P3 165.31 -267.62 0.00207
P4 -188.19 -318.44 0.00500
P5 0.01 -299.81 0.00333
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars014#10_NX005_NY004_cc2.51
Section 43 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.51 in
Bars: 14 # 10
Ag: 256.00 in^2
As: 17.78 in^2
Roh: 6.95%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.47 in
-500 -400 -300 -200 -100Moment (kip-ft)
0 100 200 300 400 500
1000
800
600
400
200
0
Axi
al F
orce
(ki
p)
-200
-400
-600
-800
-1000
-1200
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 870.61 84.81 -0.00071
P1 656.53 157.60 0.00000
P2 395.59 219.54 0.00103
P3 165.31 267.62 0.00207
P4 -188.19 318.44 0.00500
P5 0.01 299.81 0.00333
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 870.62 -89.77 -0.00074
P1 649.71 -171.87 0.00000
P2 393.37 -242.90 0.00103
P3 163.21 -299.61 0.00207
P4 -129.92 -356.04 0.00500
P5 -0.01 -338.10 0.00365
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars014#8_NX003_NY006_cc2.375
Section 44 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 14 # 8
Ag: 256.00 in^2
As: 11.06 in^2
Roh: 4.32%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.25 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005 P4P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 669.86 76.82 -0.00067
P1 518.41 139.52 0.00000
P2 329.13 196.60 0.00103
P3 174.62 238.89 0.00207
P4 21.27 285.44 0.00500
P5 -0.00 280.18 0.00533
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 669.86 -65.66 -0.00060
P1 532.71 -111.87 0.00000
P2 340.62 -151.08 0.00103
P3 178.05 -176.72 0.00207
P4 -76.30 -212.74 0.00500
P5 0.00 -206.31 0.00404
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars014#8_NX004_NY005_cc2.375
Section 45 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 14 # 8
Ag: 256.00 in^2
As: 11.06 in^2
Roh: 4.32%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.81 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005 P4P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 669.86 73.73 -0.00064
P1 523.17 129.53 0.00000
P2 333.84 180.31 0.00103
P3 174.02 216.71 0.00207
P4 -7.28 260.27 0.00500
P5 0.00 259.31 0.00487
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 669.85 -70.49 -0.00061
P1 527.94 -120.51 0.00000
P2 335.92 -165.52 0.00103
P3 176.04 -196.35 0.00207
P4 -43.21 -235.67 0.00500
P5 0.00 -231.92 0.00443
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars014#8_NX005_NY004_cc2.375
Section 46 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 14 # 8
Ag: 256.00 in^2
As: 11.06 in^2
Roh: 4.32%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.81 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005P4
P5
P0
P1
P2
P3
P4P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 669.85 70.49 -0.00061
P1 527.94 120.51 0.00000
P2 335.92 165.52 0.00103
P3 176.04 196.35 0.00207
P4 -43.21 235.67 0.00500
P5 0.00 231.92 0.00443
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 669.86 -73.73 -0.00064
P1 523.17 -129.53 0.00000
P2 333.84 -180.31 0.00103
P3 174.02 -216.71 0.00207
P4 -7.28 -260.27 0.00500
P5 0.00 -259.31 0.00487
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars014#8_NX006_NY003_cc2.375
Section 47 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.375 in
Bars: 14 # 8
Ag: 256.00 in^2
As: 11.06 in^2
Roh: 4.32%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.25 in
-300 -250 -200 -150 -100 -50Moment (kip-ft)
0 50 100 150 200 250 300
700
600
500
400
300
200
100
0
Axi
al F
orce
(ki
p)
-100
-200
-300
-400
-500
-600
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005
P4
P5
P0
P1
P2
P3
P4P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 669.86 65.66 -0.00060
P1 532.71 111.87 0.00000
P2 340.62 151.08 0.00103
P3 178.05 176.72 0.00207
P4 -76.30 212.74 0.00500
P5 0.00 206.31 0.00404
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 669.86 -76.82 -0.00067
P1 518.41 -139.52 0.00000
P2 329.13 -196.60 0.00103
P3 174.62 -238.89 0.00207
P4 21.27 -285.44 0.00500
P5 -0.00 -280.18 0.00533
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_fy60_Bars014#9_NX004_NY005_cc2.439
Section 48 of 746
X
Y
Code: ACI 318-11
Strength reduction: Auto
Neutral axis steps: 250
Biaxial angle steps: 16
Axial capacity steps: 20
Excl. displ'd concrete: Yes
b x h: 16 x 16 in
fc: 3.00 kip/in^2
fy: 60.00 kip/in^2
Cover(c.c): 2.439 in
Bars: 14 # 9
Ag: 256.00 in^2
As: 14.00 in^2
Roh: 5.47%
Ix: 5461.33 in^4
Iy: 5461.33 in^4
Xc: 0.00 in
Yc: 0.00 in
Clear spacing: 1.65 in
-400 -300 -200 -100Moment (kip-ft)
0 100 200 300 400
1000
800
600
400
200
0A
xial
For
ce (
kip)
-200
-400
-600
-800
-1000
P0
es=0
P1
es=0.5ey
P2
es=ey
P3
es=0.005P4
P5
P0
P1
P2
P3
P4
P5
Control Points (kip, kip-ft)
PT Pu Mux(+) max es
--- ----------- ----------- --------
P0 757.69 80.75 -0.00069
P1 578.53 148.28 0.00000
P2 359.95 207.98 0.00103
P3 170.05 253.64 0.00207
P4 -59.69 303.08 0.00500
P5 0.00 294.85 0.00414
PT Pu Muy(-) max es
--- ----------- ----------- --------
P0 757.69 -76.75 -0.00066
P1 584.25 -136.94 0.00000
P2 362.17 -189.41 0.00103
P3 172.07 -228.09 0.00207
P4 -105.35 -272.67 0.00500
P5 -0.01 -263.35 0.00386
-
Project/Job:
Engineer: Date/Time: 04/09/13 20:12:33
cColumn V3(C) Computations & Graphics, Inc
Pu-Mux and Pu-Muy Interaction Diagram
Rect_BH16x16_fc3_
