STEELERJOIST TM

TECHNICAL DATA

Call your local Steeler branch or Steeler Sales Representative for more details.

Available in 18, 16, and 14 gauge

STEELER ® FLOOR JOISTINTRODUCING THE

Available webs of 10", 12", & 14"

The 7" knock out every two feet offers more room for HVAC, plumbing and

electrical wiring and strengthens the joist.

Joist Clips Available

Standard 2" Flange

Rev. March 11, 2011

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ign

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ick.

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2lb

/ft

in4

inin

4in

10-3

in4

in6

inin

k-in

in4

in3

in3

kk-

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4in

3in

3k

*100

0J2

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30.

0451

0.67

22.

286

9.08

63.

676

0.30

90.

678

0.45

66.

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3.90

9-1

.142

29.0

778.

143

1.47

21.

674

0.65

738

.069

7.43

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272

1.66

20.

836

1000

J200

-54

0.05

660.

839

2.85

411

.279

3.66

60.

378

0.67

10.

896

7.37

33.

894

-1.1

2939

.205

10.3

861.

984

2.07

70.

773

51.1

529.

673

1.70

92.

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1.17

110

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80.

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1.05

03.

568

13.9

963.

652

0.46

00.

662

1.77

98.

938

3.87

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51.5

2613

.526

2.60

82.

810

2.64

872

.569

13.0

012.

424

2.80

41.

338

1000

J200

-97

0.10

171.

474

5.01

219

.340

3.62

20.

611

0.64

45.

082

11.7

373.

833

-1.0

7581

.182

17.6

173.

523

3.52

31.

503

112.

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17.6

173.

523

3.52

31.

503

*120

0J2

00-5

40.

0566

0.95

33.

239

17.6

634.

306

0.39

40.

643

1.01

711

.119

4.47

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47.9

3215

.996

2.42

62.

799

1.37

762

.168

14.5

082.

076

2.76

81.

377

1200

J200

-68

0.07

131.

192

4.05

321

.949

4.29

10.

480

0.63

42.

020

13.4

924.

453

-1.0

0863

.548

20.4

283.

216

3.47

02.

648

88.8

2319

.655

2.96

73.

462

2.77

012

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00-9

70.

1017

1.67

75.

703

30.4

224.

259

0.63

70.

616

5.78

317

.759

4.41

2-0

.973

96.8

3028

.663

4.77

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785

3.50

913

9.54

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.435

4.66

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786

5.31

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400

J200

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0.05

661.

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3.62

425

.952

4.93

50.

406

0.61

71.

138

15.7

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22.6

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866

3.58

11.

176

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2.44

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1.17

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1.33

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2.26

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3.82

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2.36

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2.36

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1.88

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44.8

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0.65

70.

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6.48

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4.99

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112.

240

41.4

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6.17

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163.

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40.5

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6.16

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Not

es:

1. M

embe

rs m

arke

d *

have

hei

ght t

o th

ickn

ess

ratio

s ex

ceed

ing

200

and

requ

ire b

earin

g st

iffen

ers

at a

ll su

ppor

ts.

2. F

ull S

ectio

n P

rope

rtie

s an

d F

ully

Bra

ced

Str

engt

h--2

004

Nor

th A

mer

ican

Spe

cific

atio

ns-U

S (

AS

D)

3. E

ffect

ive

Pro

pert

ies

are

calc

ulat

ed a

t cen

ter

of 7

" di

amet

er fl

ared

hol

es.

ID (

1)M

emb

er

TA

BL

E 1

J F

UL

L S

EC

TIO

N P

RO

PE

RT

Y &

FU

LL

Y B

RA

CE

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TR

EN

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H T

AB

LE

S -

ST

EE

LE

R J

OIS

T J

Mem

ber

sF

ull

Pro

per

ties

(2)

To

rsio

nal

Eff

ecti

ve, F

y=33

ksi

(3)

Eff

ecti

ve, F

y=50

ksi

(3)

TB

L 1J

2Ju

ne06

.xls

6/

29/2

006

Table 4J-01 STEELER FLOOR JOIST J200 MembersAllowable Span Tables, PLF (Pounds per Linear Foot) Deflection Limit = L/ 180

6 8 10 12 14 16 18 20 22 24 26 28 30Web Depth 10.00" Flange Width 2.00" *1000 J200-43 (33 ksi) 219 164 131 110 94 76 60 48 40 34 29 25 221000 J200-54 (50 ksi) 390 293 234 195 167 133 105 85 70 59 48 39 311000 J200-68 (50 ksi) 446 335 268 223 191 167 149 121 100 82 65 52 421000 J200-97 (50 ksi) 501 376 301 251 215 188 167 150 137 111 88 70 57

Web Depth 12.00" Flange Width 2.00" *1200 J200-54 (50 ksi) 459 344 275 230 197 162 128 104 86 72 61 53 461200 J200-68 (50 ksi) 923 693 554 411 302 231 183 148 122 103 88 76 641200 J200-97 (50 ksi) 1772 1329 930 646 475 363 287 233 192 162 138 113 92

Web Depth 14.00" Flange Width 2.00" *1400 J200-54 (50 ksi) 392 294 235 196 168 147 131 118 101 85 72 62 541400 J200-68 (50 ksi) 788 591 473 394 338 274 216 175 145 122 104 89 781400 J200-97 (50 ksi) 2313 1700 1088 756 555 425 336 272 225 189 161 139 121

Web Depth 16.00" Flange Width 2.00" *1600 J200-68 (50 ksi) 687 516 412 344 295 258 229 202 167 140 120 103 901600 J200-97 (50 ksi) 2014 1511 1208 868 637 488 386 312 258 217 185 159 139

Table 4J-02 STEELER FLOOR JOIST J200 MembersAllowable Span Tables, PLF (Pounds per Linear Foot) Deflection Limit = L/ 240

6 8 10 12 14 16 18 20 22 24 26 28 30Web Depth 10.00" Flange Width 2.00" *1000 J200-43 (33 ksi) 219 164 131 110 94 76 60 48 40 34 29 24 201000 J200-54 (50 ksi) 390 293 234 195 167 133 105 79 60 46 36 29 231000 J200-68 (50 ksi) 446 335 268 223 191 167 146 107 80 62 48 39 321000 J200-97 (50 ksi) 501 376 301 251 215 188 167 144 108 84 66 53 43

Web Depth 12.00" Flange Width 2.00" *1200 J200-54 (50 ksi) 459 344 275 230 197 162 128 104 86 69 54 43 351200 J200-68 (50 ksi) 923 693 554 411 302 231 183 148 121 93 73 59 481200 J200-97 (50 ksi) 1772 1329 930 646 475 363 287 233 175 135 106 85 69

Web Depth 14.00" Flange Width 2.00" *1400 J200-54 (50 ksi) 392 294 235 196 168 147 131 118 101 85 72 61 501400 J200-68 (50 ksi) 788 591 473 394 338 274 216 175 145 122 104 83 681400 J200-97 (50 ksi) 2313 1700 1088 756 555 425 336 272 225 189 151 121 98

Web Depth 16.00" Flange Width 2.00" *1600 J200-68 (50 ksi) 687 516 412 344 295 258 229 202 167 140 120 103 901600 J200-97 (50 ksi) 2014 1511 1208 868 637 488 386 312 258 217 185 159 134

Table 4J-03 STEELER FLOOR JOIST J200 MembersAllowable Span Tables, PLF (Pounds per Linear Foot) Deflection Limit = L/ 360

6 8 10 12 14 16 18 20 22 24 26 28 30Web Depth 10.00" Flange Width 2.00" *1000 J200-43 (33 ksi) 219 164 131 110 94 76 60 44 33 26 20 16 131000 J200-54 (50 ksi) 390 293 234 195 154 103 72 53 40 31 24 19 161000 J200-68 (50 ksi) 446 335 268 223 191 139 97 71 53 41 32 26 211000 J200-97 (50 ksi) 501 376 301 251 215 188 132 96 72 56 44 35 29

Web Depth 12.00" Flange Width 2.00" *1200 J200-54 (50 ksi) 459 344 275 230 197 155 109 79 60 46 36 29 231200 J200-68 (50 ksi) 923 693 554 411 302 210 147 107 81 62 49 39 321200 J200-97 (50 ksi) 1772 1329 930 646 453 303 213 155 117 90 71 57 46

Web Depth 14.00" Flange Width 2.00" *1400 J200-54 (50 ksi) 392 294 235 196 168 147 131 112 84 65 51 41 331400 J200-68 (50 ksi) 788 591 473 394 338 274 209 152 114 88 69 55 451400 J200-97 (50 ksi) 2313 1700 1088 756 555 425 304 222 167 128 101 81 66

Web Depth 16.00" Flange Width 2.00" *1600 J200-68 (50 ksi) 687 516 412 344 295 258 229 202 154 119 93 75 611600 J200-97 (50 ksi) 2014 1511 1208 868 637 488 386 301 226 174 137 110 89

Notes:1. Members marked * have height to thickness ratios exceeding 200 and require bearing stiffeners at all supports.2.Tables were developed by solving strength, deflection and shear equations for minimum uniform (PLF) load.

Member Joist Span, ft

Member Joist Span, ft

Member Joist Span, ft

TBL 4J PLF 2Jun06.xls 6/29/2006

Table 4J-04 STEELER FLOOR JOIST J200 MembersAllowable Span Tables, PLF (Pounds per Linear Foot) Deflection Limit = L/ 480

6 8 10 12 14 16 18 20 22 24 26 28 30Web Depth 10.00" Flange Width 2.00" *1000 J200-43 (33 ksi) 219 164 131 110 94 65 46 33 25 19 15 12 101000 J200-54 (50 ksi) 390 293 234 183 116 77 54 40 30 23 18 14 121000 J200-68 (50 ksi) 446 335 268 223 155 104 73 53 40 31 24 19 161000 J200-97 (50 ksi) 501 376 301 251 210 141 99 72 54 42 33 26 21

Web Depth 12.00" Flange Width 2.00" *1200 J200-54 (50 ksi) 459 344 275 230 173 116 82 59 45 34 27 22 181200 J200-68 (50 ksi) 923 693 554 373 235 157 110 81 61 47 37 29 241200 J200-97 (50 ksi) 1772 1329 930 539 340 228 160 117 88 67 53 42 35

Web Depth 14.00" Flange Width 2.00" *1400 J200-54 (50 ksi) 392 294 235 196 168 147 115 84 63 48 38 30 251400 J200-68 (50 ksi) 788 591 473 394 332 223 156 114 86 66 52 42 341400 J200-97 (50 ksi) 2313 1700 1088 756 485 325 228 166 125 96 76 61 49

Web Depth 16.00" Flange Width 2.00" *1600 J200-68 (50 ksi) 687 516 412 344 295 258 211 154 116 89 70 56 461600 J200-97 (50 ksi) 2014 1511 1208 868 637 441 310 226 170 131 103 82 67

Table 4J-05 STEELER FLOOR JOIST J200 MembersAllowable Span Tables, PLF (Pounds per Linear Foot) Deflection Limit = L/ 600

6 8 10 12 14 16 18 20 22 24 26 28 30Web Depth 10.00" Flange Width 2.00" *1000 J200-43 (33 ksi) 219 164 131 110 78 52 37 27 20 15 12 10 81000 J200-54 (50 ksi) 390 293 234 147 92 62 43 32 24 18 14 12 91000 J200-68 (50 ksi) 446 335 268 197 124 83 58 43 32 25 19 16 131000 J200-97 (50 ksi) 501 376 301 251 168 113 79 58 43 33 26 21 17

Web Depth 12.00" Flange Width 2.00" *1200 J200-54 (50 ksi) 459 344 275 220 139 93 65 48 36 28 22 17 141200 J200-68 (50 ksi) 923 693 515 298 188 126 88 64 48 37 29 23 191200 J200-97 (50 ksi) 1772 1329 746 431 272 182 128 93 70 54 42 34 28

Web Depth 14.00" Flange Width 2.00" *1400 J200-54 (50 ksi) 392 294 235 196 168 131 92 67 50 39 30 24 201400 J200-68 (50 ksi) 788 591 473 394 266 178 125 91 69 53 42 33 271400 J200-97 (50 ksi) 2313 1700 1064 616 388 260 182 133 100 77 61 48 39

Web Depth 16.00" Flange Width 2.00" *1600 J200-68 (50 ksi) 687 516 412 344 295 241 169 123 93 71 56 45 361600 J200-97 (50 ksi) 2014 1511 1208 836 527 353 248 181 136 105 82 66 54

Table 4J-06 STEELER FLOOR JOIST J200 MembersAllowable Span Tables, PLF (Pounds per Linear Foot) Deflection Limit = L/ 720

6 8 10 12 14 16 18 20 22 24 26 28 30Web Depth 10.00" Flange Width 2.00" *1000 J200-43 (33 ksi) 219 164 131 103 65 43 31 22 17 13 10 8 71000 J200-54 (50 ksi) 390 293 211 122 77 52 36 26 20 15 12 10 81000 J200-68 (50 ksi) 446 335 268 164 104 69 49 36 27 21 16 13 111000 J200-97 (50 ksi) 501 376 301 223 140 94 66 48 36 28 22 18 14

Web Depth 12.00" Flange Width 2.00" *1200 J200-54 (50 ksi) 459 344 275 183 116 77 54 40 30 23 18 14 121200 J200-68 (50 ksi) 923 693 429 249 157 105 74 54 40 31 24 20 161200 J200-97 (50 ksi) 1772 1214 621 360 226 152 107 78 58 45 35 28 23

Web Depth 14.00" Flange Width 2.00" *1400 J200-54 (50 ksi) 392 294 235 196 163 109 76 56 42 32 25 20 171400 J200-68 (50 ksi) 788 591 473 352 222 148 104 76 57 44 35 28 231400 J200-97 (50 ksi) 2313 1700 886 513 323 216 152 111 83 64 50 40 33

Web Depth 16.00" Flange Width 2.00" *1600 J200-68 (50 ksi) 687 516 412 344 295 200 141 103 77 59 47 37 301600 J200-97 (50 ksi) 2014 1511 1204 697 439 294 206 150 113 87 68 55 45

Notes:1. Members marked * have height to thickness ratios exceeding 200 and require bearing stiffeners at all supports.2.Tables were developed by solving strength, deflection and shear equations for minimum uniform (PLF) load.

Member Joist Span, ft

Member Joist Span, ft

Member Joist Span, ft

TBL 4J PLF 2Jun06.xls 6/29/2006

Table 5J-01

No. EqualSpans 12" 16" 24" 12" 16" 24"One 22.67 20.58 18.00 20.58 18.75 16.33Two 25.50 23.17 20.25 23.17 21.00 18.33One 24.58 22.33 19.50 22.33 20.25 17.75Two 27.58 25.08 21.92 25.08 22.75 19.92One 27.58 25.08 21.92 25.08 22.75 19.92Two 31.00 28.17 24.58 28.17 25.58 22.33One 28.33 25.75 22.50 25.75 23.33 20.42Two 31.83 28.92 25.25 28.92 26.25 22.92One 32.00 29.08 25.42 29.08 26.42 23.08Two 36.00 32.67 28.50 32.67 29.67 25.92One 31.92 29.00 25.33 29.00 26.33 23.00Two 35.83 32.50 28.42 32.50 29.58 25.83One 36.25 32.92 28.75 32.92 29.92 26.08Two 40.67 36.92 32.25 36.92 33.58 29.33One 40.25 36.58 31.92 36.58 33.25 29.00Two 45.25 41.08 35.92 41.08 37.33 32.58

Table 5J-02

No. EqualSpans 12" 16" 24" 12" 16" 24"One 19.17 17.42 15.17 17.08 15.50 13.58Two 21.50 19.50 15.42 19.25 16.92 12.67One 20.75 18.83 16.42 18.50 16.83 14.67Two 23.25 21.17 18.50 20.83 18.92 16.50One 23.25 21.17 18.50 20.83 18.92 16.50Two 26.17 23.75 20.75 23.33 21.25 18.50One 23.83 21.67 18.92 21.33 19.42 16.92Two 26.83 24.33 21.25 24.00 21.75 18.50One 27.00 24.50 21.42 24.17 21.92 19.17Two 30.33 27.58 24.08 27.08 24.58 21.50One 26.92 24.42 21.33 24.00 21.83 19.08Two 30.17 27.42 22.00 27.00 24.25 18.17One 30.50 27.75 24.25 27.33 24.83 21.67Two 34.25 31.17 27.17 30.67 27.83 24.33One 33.92 30.83 26.92 30.33 27.58 24.08Two 38.17 34.67 30.25 34.08 30.92 27.00

Notes:

1. Tables based on the 2001 North American Specifications w/ 2004 Supplement-US (ASD)

1600 J200-97(50 ksi)

J200-97(50 ksi)

1400 J200-68 (50 ksi)

1400 J200-97(50 ksi)

1200

1000 J200-54 (50 ksi)

1000 J200-68 (50 ksi)

1000 J200-97(50 ksi)

1200 J200-68 (50 ksi)

STEELER FLOOR JOIST J200 Members

Allowable Joist Span Tables, Feet: Total Load=L/360, Live Load=L/480

Joist Size LL 50 psf, DL 15 psf LL 70 psf, DL 15 psf

1400 J200-97(50 ksi)

1600 J200-97(50 ksi)

1200 J200-97(50 ksi)

1400 J200-68 (50 ksi)

1000 J200-97(50 ksi)

1200 J200-68 (50 ksi)

1000 J200-54 (50 ksi)

1000 J200-68 (50 ksi)

STEELER FLOOR JOIST J200 Members

Allowable Joist Span Tables, Feet: Total Load=L/360, Live Load=L/480

Joist Size LL 30 psf, DL 10 psf LL 40 psf, DL 10 psf

TBL 5J.xls 2/10/2006

Table 5J-03

No. EqualSpans 12" 16" 24" 12" 16" 24"One 15.17 13.83 12.08 14.08 12.83 11.00Two 16.75 13.67 10.17 14.58 11.83 8.75One 16.42 14.92 13.08 15.25 13.83 12.08Two 18.50 16.75 14.42 17.17 15.58 13.08One 18.50 16.75 14.67 17.17 15.58 13.58Two 20.75 18.83 16.42 19.25 17.50 15.25One 18.92 17.17 15.00 17.58 16.00 13.92Two 21.25 19.33 14.92 19.75 17.33 12.92One 21.42 19.50 17.00 19.92 18.08 15.75Two 24.08 21.83 19.08 22.33 20.25 17.75One 21.33 19.42 16.92 19.83 18.00 15.67Two 23.92 19.58 14.50 20.92 16.92 12.42One 24.25 22.00 19.25 22.50 20.42 17.83Two 27.17 24.75 21.58 25.25 22.92 24.50One 26.92 24.50 21.33 25.00 22.75 19.83Two 30.25 27.50 23.75 28.08 25.50 21.50

Table 5J-04

No. EqualSpans 12" 16" 24" 12" 16" 24"One 14.92 13.50 11.00 14.08 12.42 10.00Two 14.58 11.83 8.75 13.00 10.50 7.67One 16.17 14.67 12.83 15.25 13.83 12.08Two 18.50 16.08 13.08 17.08 14.75 11.75One 18.17 16.50 14.42 17.17 15.58 13.58Two 20.75 18.83 16.25 19.25 17.50 15.00One 18.67 16.92 14.50 17.58 16.00 13.33Two 20.50 17.33 12.92 18.83 15.42 11.50One 21.08 19.17 16.75 19.92 18.08 15.75Two 24.08 21.83 18.17 22.33 20.25 16.75One 21.00 19.08 15.75 19.83 17.75 14.25Two 20.92 16.92 12.42 18.58 15.00 10.92One 23.83 21.67 18.92 22.50 20.42 17.83Two 27.17 24.42 19.92 25.25 22.50 18.33One 26.50 24.08 21.00 25.00 22.75 19.75Two 30.25 26.33 21.50 28.00 24.25 19.75

Notes:

1. Tables based on the 2001 North American Specifications w/ 2004 Supplement-US (ASD)

LL 100 psf, DL 40 psf LL 125 psf, DL 40 psf

1600 J200-97(50 ksi)

STEELER FLOOR JOIST J200 Members

Allowable Joist Span Tables, Feet: Total Load=L/360, Live Load=L/480

STEELER FLOOR JOIST J200 Members

Allowable Joist Span Tables, Feet: Total Load=L/360, Live Load=L/480

Joist Size LL 100 psf, DL 15 psf LL 125 psf, DL 15 psf

1600 J200-97(50 ksi)

1400 J200-68 (50 ksi)

1400 J200-97(50 ksi)

1200 J200-68 (50 ksi)

1200 J200-97(50 ksi)

1000 J200-68 (50 ksi)

1000 J200-97(50 ksi)

1000 J200-54 (50 ksi)

1400 J200-68 (50 ksi)

1400 J200-97(50 ksi)

Joist Size

1200 J200-68 (50 ksi)

1200 J200-97(50 ksi)

1000 J200-68 (50 ksi)

1000 J200-97(50 ksi)

1000 J200-54 (50 ksi)

TBL 5J.xls 2/10/2006

*Denotes availability in zinc coating

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