36 Design Guide

Armopanel™ Concrete Wall System

B-6.2. Interaction Diagrams for Structural Reinforced Armopanel™ Concrete Walls

k (effective length factor) =1 f'c=3,550 psi fy=60,000 psi

VERTICAL REINFORCEMENT # 5 @ 16" THICKNESS OF CONCRETECORE

SHEAR CAPACITY V (factored) 3.56 , kips / lin. Ft.

FLEXURE FACTORED LOAD STRENGTH IN HORIZONTAL DIRECTION per linear foot (factored) 1.23 , ft-kip / lin. Ft.

FLEXURE AND AXIAL STRENGTH IN VERTICAL DIRECTION per linear foot

Armopanel™ Concrete Wall. Interaction Diagram

6"

M vs. P (factored)

0

40

80

120

0 10

M , ft-kip / lin. Ft.

P ,

kip

/ lin

. Ft.

H=48 in. H=80 in. H=96 in. H=120 in. H=136 in. H=152 in.

HEIGHT OF WALL

NOTE: FIG. B-6.2.1 Vertical reinforcement should be placed within middle third of the concrete wall.

Design Guide 37

Armopanel™ Concrete Wall System

Concrete Strength = 3,500 psiSteel Strength = 60,000 psi

Vertical reinforcement should be placed

within middle third of the concrete wall

16 24 32 40 48 60 74 80

6,66,36

5,75,44,94,44,1

6,46,085,65,45

4,43,7

65,55

4,43,83

53,82,51,9

Loads are given per liner foot. FIG.B-6.2.2For Horizontal Reinforcement - Refer to Min. Reinforcement Requirements, of ACI 318-99

P , kip

6

Supplementary table to 6" Concrete Wall Interaction Diagram

Minimum Vertical Reinforcement Required

#5 @ 16"

D12 @ 8"

Design Required

Wall Height per Storey (ft)

Design Required#5 @ 16"

D12 @ 8"

#5 @ 16"

D12 @ 8"

M, kip·ft

Design Required

Design Required

8

10

12

#5 @ 16"

D12 @ 8"

1000[39 .4 "]

400[16"]

200[8 "] REBA R

67

[2 5

8"]

70

[2 3

4"]

150

[6"]

150

[6"]

38 Design Guide

Armopanel™ Concrete Wall System

NOTE: FIG. B-6.2.3 Vertical reinforcement should be placed within middle third of the concrete wall.

k (effective length factor) =1 f'c = 25 Mpa fy=400 Mpa

VERTICAL REINFORCEMENT: 15M @ 400 mm (10M @ 200 mm)THICKNESS OF CONCRETECORE

SHEAR CAPACITY V (factored) 5.30 tn /m ( 53.0 kN /m)

Armopanel™ Concrete Wall. Interaction Diagram

150 mmFLEXURE AND AXIAL STRENGTH IN VERTICAL DIRECTION per linear meter

FLEXURE FACTORED LOAD STRENGTH IN HORIZONTAL 0.56 tn-m /m ( 5.6 kN·m /m)DIRECTION per linear meter (factored)

M vs. P (factored)

0

40

80

120

160

0 2 4

M , tn-m / lin. m.

P ,

tn /

lin. m

.

H=122cm H=203cm H=244cm H=305cm H=345cm H=386cm

M vs. P (factored)

0

40

80

120

160

0 2 4M , tn-m /m

P ,

tn /m

H=122cm H=203cm H=244cm H=305cm H=345cm H=386cm

( M, kN·m / m ) (20)

HEIGHT OF WALL

(40) (P,

kN/

m)

(400)

(800)

(1200)

(1600)

Design Guide 39

Armopanel™ Concrete Wall System

Concrete Strength = 25 MPaSteel Strength = 400 MPa

Vertical reinforcement should be placedwithin middle third of the concrete wall

160 400 560 720 880 1120 1200

23,8232221

20,519

18,5

23,52221

19,518,517

2320181614

21,5

13

8,5

Loads are given per liner meter. FIG. B-6.2.4For Horizontal Reinforcement - Refer to Min. Reinforcement Requirements, of CSA A23.3-94

D12@200

15M@400 Design Required

15M@400

15M@400

Supplementary table to 150 mm Concrete Wall Interaction Diagram

Minimum Vertical Reinforcement Required

2,03

Wall Height per

Storey (m.)

15M@400

D12@200

Design Required

P , kN M, kN·m

Design Required

D12@200

2,44

3,05

D12@200

3,86

Design Required

1 0 0 0[3 9 .4 " ]

4 0 0[1 6 " ]

2 0 0[8 " ] R E B A R

67

[2 5

8"]

70

[2 3

4"]

150

[6"]

150

[6"]

40 Design Guide

Armopanel™ Concrete Wall System

k (effective length factor) =1 f'c=3,500 psi fy=60,000 psi

VERTICAL REINFORCEMENT: # 5 @ 16" EFTHICKNESS OF CONCRETECORE

Armopanel™ Concrete Wall. Interaction Diagram

8"FLEXURE AND AXIAL FACTORED LOAD STRENGTH IN VERTICAL DIRECTION

per linear foot

FACTORED SHEAR CAPACITY V 8.03 , kips / lin. Ft.

FLEXURE FACTORED LOAD STRENGTH IN HORIZONTAL

DIRECTION per linear foot2.84 , ft-kip / lin. Ft.

M vs. P

0

40

80

120

160

0 10 20

M , ft-kip / lin. Ft.

P ,

kip

/ lin

. Ft.

H=48 in. H=80 in. H=96 in. H=120 in. H=136 in. H=152 in.

HEIGHT OF WALL

NOTE: FIG. B-6.2.5 Vertical reinforcement should be covered by 1 ½” thick concrete

Design Guide 41

Armopanel™ Concrete Wall System

Concrete Strength = 3,500 psiSteel Strength = 60,000 psi

Clear concrete cover = 1 1/2"

24 40 56 72 85 102 112 118

10,213

15,515,813,810,5

97,9

10,213

15,514129,27,5

1012,213,3119

6,8

9,79,88,36,95,6

Loads are given per liner foot. FIG. B-6.2.6

D12 @ 8"

#5 @ 16"

D12 @ 8"

#5 @ 16"

D12 @ 8"

#5 @ 16"

D12 @ 8"

#5 @ 16"

6

Wall Height per Story (ft)

Design Required

Design Required

8

10

12

Design Required

Design Required

Supplementary table to 8" Concrete Wall Interaction Diagram

Reinforcing steel must be placed on the each side of the wall.

M, kip·ft

P , kip

Minimum Vertical Reinforcement Requierd

For Horizontal Reinforcement – Refer to Min. Reinforcement Requirements, of ACI 318-99

1000[39.4"]

40

[1 1

2"]

4 00[16"]4

0

[1 1

2"]

2 00[8"]

40

[1 1

2"]

40

[1 1

2"]

R EBAR

200

[8"]

200

[8"]

42 Design Guide

Armopanel™ Concrete Wall System

k (effective length factor) =1 f'c = 25 Mpa fy = 400 MPa

VERTICAL REINFORCEMENT: 15M @ 400 mm EF (10M @ 200 mm)THICKNESS OF CONCRETECORE

FACTORED SHEAR CAPACITY V 11.96 tn /m (119.6 kN /m)

FLEXURE FACTORED LOAD STRENGTH IN HORIZONTAL 1.29 tn-m /m ( 12.9 kN·m /m)DIRECTION per linear meter

Armopanel™ Concrete Wall. Interaction Diagram

200 mmFLEXURE AND AXIAL FACTORED LOAD STRENGTH IN VERTICAL DIRECTION per

linear meter

M vs. P

0

40

80

120

160

200

0 5 10M , tn-m / m

P ,

tn /m

H=122cm H=203cm H=244cm H=305cm H=345cm H=386cm

M, kN·m / m 50 100

P, k

N /

m

2000 1600

1200 800 400

NOTE: FIG. B-6.2.7 Vertical reinforcement should be covered by 40 mm thick concrete

HEIGHT OF WALL

Design Guide 43

Armopanel™ Concrete Wall System

Concrete Strength = 25 MPa Steel Strength = 400 MPa

560 800 1040 1280 1520 1680 176056 69 73 61 48 40 35 56 69 65 54 43 34 54 63 52 42 31 45 38 32 25

Loads are given per liner meter. FIG. B-6.2.8

Wall Height per

Storey (m.)

15M@400

D12@200

Design Required

Design Required

P , kN M, kN·m

Design Required

Design Required

2,03

2,44

3,05

15M@400

Supplementary table to 200 mm Concrete Wall Interaction Diagram

Minimum Vertical Reinforcement Required

3,86

15M@400

D12@200

15M@400D12@200

D12@200

1000[39.4"]

40

[1 1

2"]

400[16"]4

0[1

12"]

200[8"]

40

[1 1

2"]

40

[1 1

2"]

REBAR

200

[8"]

200

[8"]

For Horizontal Reinforcement – Refer to Min. Reinforcement Requirements, of CSA A23.3-94

Reinforcing steel must be placed on the each side of the wall. Clear concrete cover=40mm

44 Design Guide

Armopanel™ Concrete Wall System

k (effective length factor) =1 f'c=3,500 psi fy=60,000 psi

THICKNESS OF CONCRETECORE

FACTORED SHEAR CAPACITY V (factored) 10.90 , kips / lin. Ft.

Armopanel™ Concrete Wall. Interaction Diagram

FLEXURE FACTORED LOAD STRENGTH IN HORIZONTAL DIRECTION per linear foot 3.87 , ft-kip / lin. Ft.

FLEXURE AND AXIAL FACTORED LOAD STRENGTH IN VERTICAL DIRECTION per linear foot

VERTICAL REINFORCEMENT: # 5 @ 16" EF

10"

M vs. P (factored)

0

40

80

120

160

200

0 10 20 30 40

M , ft-kip / lin. Ft.

P ,

kip

/ lin

. Ft.

H=48 in. H=80 in. H=96 in. H=120 in. H=136 in. H=152 in.

HEIGHT OF WALL

NOTE: FIG. B-6.2.9 Vertical reinforcement should be covered by 1 ½” thick concrete.

Design Guide 45

Armopanel™ Concrete Wall System

Concrete Strength = 3,500 psiSteel Strength = 60,000 psi

Clear concrete cover = 1 1/2"

40 64 88 112 127 141 149 154

1722,527,521,519,516,514

12,8

1722,527,521,617,814,512,4

1722,521,518,514,811,7

1621

17,214,310,6

Loads are given per liner foot. Fig. B-6.2.10

D12 @ 8"

#5 @ 16"

#5 @ 16"

D12 @ 8"

D12 @ 8"

#5 @ 16"

D12 @ 8"

#5 @ 16"

6

Wall Height per Story (ft)

Design Required

Design Required

8

10

12

Design Required

Design Required

Supplementary table to 10" Concrete Wall Interaction Diagram

Reinforcing steel must be placed on the each side of the wall.

M, kip·ft

P , kip

Minimum Vertical Reinforcement Required

REBAR

1000[39.4"]

200[8"]4

0

[1 1

2"]

40

[1 1

2"]

40

[1 1

2"]

40

[1 1

2"]

400[16"]

250

[10"]

250

[10"]

For Horizontal Reinforcement – Refer to Min. Reinforcement Requirements, of ACI 318-99

46 Design Guide

Armopanel™ Concrete Wall System

k (effective length factor) =1 f'c = 25 Mpa fy = 400 Mpa

VERTICAL REINFORCEMENT: 15M @ 400 mm EF ( 10M @ 200 mm EF )THICKNESS OF CONCRETECORE

FACTORED SHEAR CAPACITY V (factored) 16.22, tn /m ( 162.2 kN /m )

Armopanel™ Concrete Wall. Interaction Diagram

250 mmFLEXURE AND AXIAL FACTORED LOAD STRENGTH IN VERTICAL DIRECTION per

linear meter

FLEXURE FACTORED LOAD STRENGTH IN HORIZONTAL 1.75, tn-m /m (17.5 kN·m /m )DIRECTION per linear meter

M vs. P (facotred)

0

40

80

120

160

200

240

280

0 5 10 15M, tn-m /m

P, t

n /m

H=122cm H=203cm H=244cm H=305cm H=345cm H=386cm

( M, kN·m /m ) (50) (100) (150)

HEIGHT OF WALL

(2800)

(2400)

(2000)

(1600)

(1200)

(800)

(400)

( P, kN /m )

NOTE: FIG. B-6.2.11Vertical reinforcement should be covered by 40 mm thick concrete

Design Guide 47

Armopanel™ Concrete Wall System

Concrete Strength = 25 MPa Steel Strength = 400 MPa

Clear concrete cover = 40 mm.

560 960 1280 1600 1890 210 222 22975 100 120 100 81 70 61 58 75 100 114 94 76 65 56 75 100 100 82 65 53 72 95 80 63 48

Loads are given per liner meter FIG. B-2.12. For Horizontal Reinforcement – Refer to Min. Reinforcement Requirements, of CSA A23.3-94 .

2.44

M, kN·m

15M@400

15M@400

D12@200

P , kN

2.03

Supplementary table to 250 mm Concrete Wall Interaction Diagram

Minimum Vertical Reinforcement Required

Reinforcing steel must be placed on the each side of the wall.

Design Required

Design Required

Wall

Height per Story (m.)

D12@200

3.05

3.86

D12@200

15M@400

D12@200

15M@400

Design Required

Design Required

REBAR

1000[39.4"]

200[8"]4

0

[1 1

2"]

40

[1 1

2"]

40

[1 1

2"]

40

[1 1

2"]

400[16"]

250

[10"]

250

[10"]

48 Design Guide

Armopanel™ Concrete Wall System

k (effective length factor) =1 f'c=3,550 psi fy=60,000 psi

VERTICAL REINFORCEMENT: # 5 @ 16" EFTHICKNESS OF CONCRETECORE

SHEAR CAPACITY V (factored) 13.76 , kips / lin. Ft.NOTE: FIG. B-2.13Vertical reinfircement should be covered by 1 1/2" thick concrete

Armopanel™ Concrete Wall. Interaction Diagram

FLEXURE AND AXIAL STRENGTH IN VERTICAL DIRECTION per linear foot

12"

FLEXURE FACTORED LOAD STRENGTH IN HORIZONTAL DIRECTION per linear foot (factored) 4.90 , ft-kip / lin. Ft.

M vs. P (factored)

0

40

80

120

160

200

240

0 10 20 30 40 50

M , ft-kip / lin. Ft.

P ,

kip

/ lin

. Ft.

H=48 in. H=80 in. H=96 in. H=120 in. H=136 in. H=152 in.

HEIGHT OF WALL

Design Guide 49

Armopanel™ Concrete Wall System

Concrete Strength = 3,500 psiSteel Strength = 60,000 psi

Clear concrete cover = 1 1/2"

40 96 120 144 166 177 184 188

2136

41,834262320

18,8

2136

39,232

24,521

18,4

2136

35,22821

17,7

213529

22,516,6

Loads are given per liner foot. FIG. B-2.14

D12 @ 8"

#5 @ 16"

D12 @ 8"

Supplementary table to 12" Concrete Wall Interaction Diagram

Reinforcing steel must be placed on the each side of the wall.

M, kip·ft

P , kip

Minimum Vertical Reinforcemnt Required

Design Required

8

10

12

Design Required

Design Required

#5 @ 16"

D12 @ 8"

#5 @ 16"

6

Wall Height per Story (ft)

Design Required#5 @ 16"

D12 @ 8"

REBAR

1000[39.4"]

40

[1 1

2"]

40

[1 1

2"] 400

[16"]

200[8"]

40

[1 1

2"]

40

[1 1

2"]

300

[12"]

300

[12"]

For Horizontal Reinforcement – Refer to Min. Reinforcement Requirements, of ACI 318-99

50 Design Guide

Armopanel™ Concrete Wall System

k (effective length factor) =1 f' c = 25 MPa fy = 400 MPa

VERTICAL REINFORCEMENT: 15M @ 400 mm EF (10M @ 200 mm EF )THICKNESS OF CONCRETECORE

FACTORED SHEAR CAPACITY V (factored) 20,48, tn /m ( 204.8 kN /m )

Armopanel™ Concrete Wall. Interaction Diagram

300 mmFLEXURE AND AXIAL FACTORED LOAD STRENGTH IN VERTICAL DIRECTION per linear meter

FLEXURE FACTORED LOAD STRENGTH IN HORIZONTAL 2,22, tn-m /m ( 22.2 kN·m /m )DIRECTION per linear meter

M vs. P (factored)

0

40

80

120

160

200

240

280

320

0 5 10 15 20 25M, tn-m /mP, t

n / m

H=122cm H=203cm H=244cm H=305cm H=345cm H=386cm

HEIGHT OF WALL

M, kN·m / m 50 100 150 200 250P, k

N /

m

3200 2800 2400 2000 1600 1200 800 400

NOTE: FIG. B-6.2.15 Vertical reinforcement should be covered by 40 mm thick concrete

Design Guide 51

Armopanel™ Concrete Wall System

Concrete Strength = 25 MPaSteel Strength = 400 MPa

Clear concrete cover = 40 mm.

560 1360 1760 2160 2470 2640 2740 280092

160191151120103908592

160182143111958392

160163125978092

15513310075

Loads are given per liner meter. FIG. B-2.16

Design Required

Design Required

D12@200

Design Required

Supplementary table to 300 mm Concrete Wall Interaction Diagram

Minimum Vertical Reinforcement Required

Reinforcing steel must be placed on the each side of the wall.

2,03

Wall Height

per

P , kN

D12@200

Design Required

M, kN·m

15M@400

3,86

D12@200

15M@400

15M@4002,44

3,05D12@200

15M@400

REBAR

1000[39.4"]

40

[1 1

2"]

40

[1 1

2"] 400

[16"]

200[8"]

40

[1 1

2"]

40

[1 1

2"]

300

[12"]

300

[12"]

For Horizontal Reinforcement – Refer to Min. Reinforcement Requirements, of CSA A23.3-94

52 Design Guide

Armopanel™ Concrete Wall System

k (effective length factor) =1 f'c=3,500 psi fy=60,000 psi

VERTICAL REINFORCEMENT: # 5 @ 16" EFTHICKNESS OF CONCRETECORE

FACTORED SHEAR CAPACITY V (factored) 16.62 , kips / lin. Ft.

FLEXURE FACTORED LOAD STRENGTH IN HORIZONTAL DIRECTION per linear foot 5.93 , ft-kip / lin. Ft.

FLEXURE AND AXIAL FACTORED LOAD STRENGTH IN VERTICAL DIRECTION per linear foot

Armopanel™ Concrete Wall. Interaction Diagram

14"

M vs. P (factored)

0

40

80

120

160

200

240

0 10 20 30 40 50 60 70

M , ft-kip / lin. Ft.

P ,

kip

/ lin

. Ft.

H=48 in. H=80 in. H=96 in. H=120 in. H=136 in. H=152 in.

HEIGHT OF WALL

NOTE: FIG. B-6.2.17 Vertical reinforcement should be covered by 1 ½” thick concrete

Design Guide 53

Armopanel™ Concrete Wall System

Concrete Strength = 3,500 psiSteel Strength = 60,000 psi

Clear concrete cover = 1 1/2"

40 120 144 176 203 213 219 222255057453430

27,8262550

55,8433228

25,62550

51,539,529,524,925504433

23,7Loads are given per liner foot. FIG. B-2.18

6

Wall Height

per

Design Required#5 @ 16"

D12 @ 8"

Design Required

8

10

12

Design Required

Design Required

#5 @ 16"

D12 @ 8"

#5 @ 16"

D12 @ 8"

#5 @ 16"

D12 @ 8"

Supplementary table to 14" Concrete Wall Interaction Diagram

Reinforcing steel must be placed on the each side of the wall.

M, kip·ft

P , kip

Minimum Vertical Reinfocement Required

1000[39.4"]

40

[1 1

2"]

40

[1 1

2"]

40

[1 1

2"]

40

[1 1

2"] REBAR

400[16"]

200[8"]

350

[12"]

350

[12"]

For Horizontal Reinforcement – Refer to Min. Reinforcement Requirements, of ACI 318-99

54 Design Guide

Armopanel™ Concrete Wall System

Vertical reinforcement should be covered by 40 mm thick concrete

k (effective length factor) =1 f'c = 25 MPa fy = 400 Mpa

VERTICAL REINFORCEMENT 15M @ 400 mm EF ( 10M @ 200 mm EF )THICKNESS OF CONCRETECORE

FACTORED SHEAR CAPACITY V (factored) 24,73 tn /m ( 247.3 kN /m )NOTE: FIG. B-2-19

FLEXURE FACTORED LOAD STRENGTH IN HORIZONTAL 2,69 tn-m /m ( 26.9 kN·m /m )DIRECTION per linear meter

Armopanel™ Concrete Wall. Interaction Diagram

350 mmFLEXURE AND AXIAL FACTORED LOAD STRENGTH IN VERTICAL DIRECTION per linear

meter

M vs. P (factored)

0

40

80

120

160

200

240

280

320

360

0 5 10 15 20 25 30M, tn-m /m

P, t

n / m

H=122cm H=203cm H=244cm H=305cm H=345cm H=386cm HEIGHT OF WALL

( M, kN·m /m) 50 100 150 200 250 300

P, k

N /

m

3600 3200 2800 2400 2000 1600 1200 800 400

Design Guide 55

Armopanel™ Concrete Wall System

Concrete Strength = 25 MPaSteel Strength = 400 MPa

Clear concrete cover = 40 mm.

560 1840 2160 2560 3020 3170 3260 3310110230262213152134122117110230251204145127116110230232185130113110233200155107

Loads are given per liner meter. FIG. B-2.20

3,86

D12@200

15M@400

15M@4002,44

3,05D12@200

15M@400

2,03

Wall Height

per

P , kN

D12@200

Design Required

M, kN·m

15M@400

Supplementary table to 350 mm Concrete Wall Interaction Diagram

Minimum Vertical Reinforcement Required

Reinforcing steel must be placed on the each side of the wall.

Design Required

Design Required

D12@200

Design Required

1000[39.4"]

40

[1 1

2"]

40

[1 1

2"]

40

[1 1

2"]

40

[1 1

2"] REBAR

400[16"]

200[8"]

350

[12"]

350

[12"]

For Horizontal Reinforcement – Refer to Min. Reinforcement Requirements, of CSA A23.3-94