Metal Sales T-Armor Series User Manual

Page 34

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

34

SECTION PROPERTIES AND LOAD TABLES

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

(Flat Shown)

.10"

3"

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

1.60

0.5756

0.2723

0.3676

0.2442

379 251 178 132 101 80 473 355 254 177 130 99

22

12

50

2.10

0.7900

0.3776

0.5290

0.3434

500 419 284 204 153 119 500 447 305 221 166 130

20

12

33

2.57

0.9970

0.4828

0.7140

0.4332

500 377 250 177 132 102 500 411 274 195 145 112

24

16

50

1.43

0.4665

0.2063

0.2235

0.1328

247 157 107 77

58

46 355 259 166 115 85

65

22

16

50

1.87

0.6428

0.2869

0.3195

0.1964

424 256 170 121 90

70 500 338 231 167 125 96

20

16

33

2.29

0.8213

0.3716

0.4320

0.2786

419 249 163 115 85

66 500 314 210 150 112 86

24

18

50

1.37

0.4260

0.1839

0.1987

0.1177

219 139 95

69

52

40 315 230 147 102 75

57

22

18

50

1.80

0.5887

0.2560

0.2840

0.1743

376 228 151 107 80

62 475 301 206 149 111 85

20

18

33

2.20

0.7547

0.3333

0.3833

0.2475

372 221 145 102 76

58 461 281 188 134 100 77

24

24

50

1.25

0.3390

0.1388

0.1485

0.0880

164 104 71

51

39

30 236 172 110 76

56

43

22

24

50

1.65

0.4695

0.1935

0.2125

0.1306

282 171 113 80

60

46 357 227 156 113 83

64

20

24

33

2.02

0.6080

0.2539

0.2880

0.1857

279 166 109 77

57

44 349 214 143 102 76

59

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