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Appendix C - Masonry Wall Weights & Section Properties

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Per ASTM C90-06 - "Standard Specification for Loadbearing Concrete Masonry Units" and NCMA TEK 14-01B "Section Properties Of Concrete Masonry Walls".

 

Weights of Masonry Walls (pcf)

 

Concrete Masonry Unit Wall Thickness

 

Lightweight (103 pcf)

Medium Weight (115 pcf)

Normal Weight (135 pcf)

Grout Spacing

6"

8"

10"

12"

6"

8"

10"

12"

6"

8"

10"

12"

8"oc (solid)

52

75

93

118

58

78

98

124

63

84

104

133

16"oc

41

60

69

88

47

63

80

94

52

66

86

103

24"oc

37

55

61

79

43

58

72

85

46

61

78

94

32"oc

36

52

57

74

42

55

68

80

47

58

74

89

40"oc

35

50

55

71

41

53

66

77

46

56

72

86

48"oc

34

49

53

69

40

45

64

75

45

55

70

83

 

 

Net Equivalent Solid Thickness (EST) - Mortar at Face Shells Only (in)

 

Concrete Masonry Unit Wall Thickness

Grout Spacing

6"

8"

10"

12"

14"

16"

8"oc (solid)

5.625

7.625

9.625

11.625

13.625

15.625

16"oc

3.883

5.167

6.233

7.275

8.325

9.367

24"oc

3.258

4.275

4.983

5.683

6.383

7.083

32"oc

2.942

3.833

4.367

4.892

5.408

5.933

40"oc

2.750

3.567

3.992

4.408

4.833

5.250

48"oc

2.625

3.392

3.742

4.092

4.442

4.792

 

 

Average Equivalent Solid Thickness (EST) - Mortar at Face Shells Only (in)

 

Concrete Masonry Unit Wall Thickness

Grout Spacing

6"

8"

10"

12"

14"

16"

8"oc (solid)

5.625

7.625

9.625

11.625

13.625

15.625

16"oc

4.108

5.483

6.733

7.917

9.108

10.292

24"oc

3.633

4.808

5.825

6.750

7.683

8.617

32"oc

3.392

4.475

5.367

6.175

6.975

7.783

40"oc

3.250

4.267

5.092

5.825

6.550

7.275

48"oc

3.158

4.133

4.908

5.592

6.267

6.942

 

 

Moment of Inertia of Net Cross-Sectional Area of Masonry, In (in4/ft)

 

Concrete Masonry Unit Wall Thickness

Grout Spacing

6"

8"

10"

12"

14"

16"

8"oc (solid)

178.0

443.3

891.7

1571.0

2529.4

3814.7

16"oc

155.1

378.6

719.3

1208.9

1873.2

2737.2

24"oc

146.8

355.3

656.2

1076.3

1632.9

2342.7

32"oc

142.7

343.7

624.6

1010.1

1512.8

2145.5

40"oc

140.2

336.7

605.7

970.3

1440.7

2027.1

48"oc

138.6

332.0

593.1

943.8

1392.7

1948.2

 

 

Radius of Gyration of the Average Cross-Sectional Area of Masonry, rave (in)

 

Concrete Masonry Unit Wall Thickness

Grout Spacing

6"

8"

10"

12"

14"

16"

8"oc (solid)

1.62

2.20

2.78

3.36

3.93

4.51

16"oc

1.79

2.43

3.04

3.64

4.25

4.84

24"oc

1.87

2.53

3.16

3.79

4.41

5.02

32"oc

1.91

2.59

3.24

3.88

4.51

5.14

40"oc

1.94

2.63

3.29

3.95

4.59

5.22

48"oc

1.96

2.66

3.33

3.99

4.64

5.28

72"oc

2.00

2.71

3.39

4.07

4.74

5.39

96"oc

2.02

2.74

3.43

4.12

4.79

5.45

120"oc

2.03

2.76

3.45

4.15

4.83

5.49

 

 

Face-Shell Thickness of Masonry, tfs (in)

Concrete Masonry Unit Wall Thickness

6"

8"

10"

12"

14"

16"

1.00

1.25

1.25

1.25

1.25

1.25

 

 

Compression Section Width for Partially Grouted Walls, bw

 

 

Concrete Masonry Unit Wall Thickness

 

 

6"

8"

10"

12"

14"

16"

 

 

bcell

 

 

6.3125"

6.3125"

6.125"

6.125"

6.125"

6.125"

Grout Spacing

nopen

bw / b

8"oc (solid)

0

1.000

1.000

1.000

1.000

1.000

1.000

16"oc

1

0.605

0.605

0.617

0.617

0.617

0.617

24"oc

2

0.474

0.474

0.490

0.490

0.490

0.490

32"oc

3

0.408

0.408

0.426

0.426

0.426

0.426

40"oc

4

0.369

0.369

0.388

0.388

0.388

0.388

48"oc

5

0.342

0.342

0.362

0.362

0.362

0.362

72"oc

8

0.299

0.299

0.319

0.319

0.319

0.319

96"oc

11

0.277

0.277

0.298

0.298

0.298

0.298

120"oc

14

0.264

0.264

0.285

0.285

0.285

0.285

Definitions:

bcell

= width of a single open cell

nopen

= total number of open (ungrouted) cells within the unit width of compression section

 

= (Grout Spacing) / 8" - 1

b

= unit width of compression section

bw

= unit width of the compression section minus the sum of the length of open (ungrouted) cells

 

= b - nopen * bcell

bw / b

= (b - nopen * bcell) / b = 1 - (nopen * bcell) / b

 

 

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