Metal Sales T-Armor Series User Manual

Page 32

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© Metal Sales Manufacturing Corporation / Subject to change without notice 09/14

32

SECTION PROPERTIES AND LOAD TABLES

12", 16", 18", or 24" Coverage

(Flat Shown)

.10"

2

3

/

8

"

C

1. Section properties and allowable loads are calculated per AISI 2007.

2. lxx and Sxx are effective section properties for deflection and bending.

3. Allowable loads are calculated considering bending, shear, combined bending and shear and deflection.

4. Allowable load calculations do not include consideration for web crippling, fastener / connection limitations or uplift testing.

5. Allowable loads do not include a 1/3 stress increase.

STEEL SECTION PROPERTIES

ALLOWABLE UNIFORM LOADS psf

(3 or More Equal Spans)

Ga.

Width

in

Yield

ksi

Weight

psf

Top In

Compression

Bottom In

Compression

Inward

Load

Outward

Load

Ixx

in

4

/ft

Sxx

in

3

/ft

Ixx

in

4

/ft

Sxx

in

3

/ft

3'

4'

5'

6'

7'

8'

3'

4'

5'

6'

7'

8'

24

12

50

1.50

0.3398

0.2053

0.2078

0.1758

362 222 149 107 80

62 500 300 192 133 98

75

22

12

50

1.97

0.4640

0.2806

0.3020

0.2466

500 326 216 153 114 88 500 362 241 172 128 99

20

12

33

2.42

0.5750

0.3458

0.4100

0.3107

453 272 180 127 95

73 489 296 197 140 104 81

24

16

50

1.35

0.2828

0.1601

0.1260

0.0944

215 127 84

59

44

34 328 184 118 82

60

46

22

16

50

1.78

0.3810

0.2157

0.1800

0.1397

328 192 126 88

65

50 453 273 175 121 89

68

20

16

33

2.18

0.4733

0.2657

0.2460

0.2012

304 180 118 83

62

48 372 227 151 107 80

62

24

18

50

1.30

0.2567

0.1419

0.1113

0.0836

190 113 74

52

39

30 290 163 105 73

53

41

22

18

50

1.71

0.3507

0.1932

0.1600

0.1242

292 171 112 78

58

45 404 243 155 108 79

61

20

18

33

2.10

0.4340

0.2383

0.2180

0.1785

270 160 105 74

55

42 333 203 135 96

72

55

24

24

50

1.21

0.2035

0.1060

0.0835

0.0627

143 85

56

39

29

22 218 122 78

54

40

31

22

24

50

1.58

0.2815

0.1475

0.1200

0.0929

218 128 84

59

43

33 307 181 116 81

59

45

20

24

33

1.94

0.3495

0.1818

0.1640

0.1342

203 120 79

56

41

32 253 154 103 73

55

42

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