WF 7/8" CORRUGATED

1. Based on ASTM A 653M Grade 230 structural steel.2. Values in row “S” are based on strength.3. Values in row “D” are based on de!ection of 1/180th span.4. Web crippling not included in strength calculations. See Example. Limit States Design principles were used in accordance with CSA Standard S136-01 Load table prepared by Dr. R.M.Schuster P.Eng. University of Waterloo, Ontario, Canada.

.88 2.66

37.33 Wall34.58 Roof

IMPERIAL

All dimensions are in inches.

SECTION PROPERTIES (Per Foot of Width)

Base SteelThickness

(in.)

Coated SteelThickness

(G90)(in.)

CoatedWeight

(psf )

Sec. ModulusMidspan Support De!ection

Moment ofInertia(in.4)

Speci"ed Web Crippling Data

Pe1

End(lb)

Pe2

End(lb)

Pi1

Interior(lb)

Pi2

Interior(lb)

MAXIMUM UNIFORMLY DISTRIBUTED SPECIFIED LOAD (psf)SPAN

LENGTH(ft)

1 - SPANBASE STEEL THICKNESS (inches)

2 - SPANBASE STEEL THICKNESS (inches)

3 - SPANBASE STEEL THICKNESS (inches)

0.018 0.020 0.024 0.030 0.036 0.018 0.020 0.024 0.030 0.036 0.018 0.020 0.024 0.030 0.036 2.0 S 181 201 241 299 357 181 201 240 299 357 227 251 301 374 447 D 268 297 357 448 538 642 714 858 1074 1291 506 562 675 846 1017 2.5 S 116 129 154 192 229 116 129 154 192 229 145 161 192 239 286 D 137 152 183 229 275 329 366 439 550 661 259 288 346 433 521 3.0 S 81 89 107 133 159 81 89 107 133 159 101 112 134 166 199 D 79 88 106 133 159 190 212 254 318 383 150 167 200 251 301 3.5 S 59 66 79 98 117 59 66 79 98 117 74 82 98 122 146 D 50 56 67 84 100 120 133 160 200 241 94 105 126 158 190 4.0 S 45 50 60 75 89 45 50 60 75 89 57 63 75 94 112 D 33 37 45 56 67 80 89 107 134 161 63 70 84 106 127 4.5 S 36 40 48 59 71 36 40 48 59 71 45 50 59 74 88 D 23 26 31 39 47 56 63 75 94 113 44 49 59 74 89 5.0 S 29 32 38 48 57 29 32 38 48 57 36 40 48 60 71 D 17 19 23 29 34 41 46 55 69 83 32 36 43 54 65 5.5 S 24 27 32 40 47 24 27 32 40 47 30 33 40 49 59 D 13 14 17 22 26 31 34 41 52 62 24 27 32 41 49 6.0 S 20 22 27 33 40 20 22 27 33 40 25 28 33 42 50 D 10 11 13 17 20 24 26 32 40 48 19 21 25 31 38 6.5 S 17 19 23 28 34 17 19 23 28 34 21 24 28 35 42 D 8 9 10 13 16 19 21 25 31 38 15 16 20 25 30 7.0 S 15 16 20 24 29 15 16 20 24 29 18 21 25 31 36 D 6 7 8 10 13 15 17 20 25 30 12 13 16 20 24 7.5 S 13 14 17 21 25 13 14 17 21 25 16 18 21 27 32 D 5 6 7 8 10 12 14 16 20 24 10 11 13 16 19 8.0 S 11 13 15 19 22 11 13 15 19 22 14 16 19 23 28 D 4 5 6 7 8 10 11 13 17 20 8 9 11 13 16 8.5 S 10 11 13 17 20 10 11 13 17 20 13 14 17 21 25 D 3 4 5 6 7 8 9 11 14 17 7 7 9 11 13 9.0 S 9 10 12 15 18 9 10 12 15 18 11 12 15 18 22 D 3 3 4 5 6 7 8 9 12 14 6 6 7 9 11

NOTES:

0.018 0.0195 0.913 0.0550 0.0550 0.0245 0.020 0.0215 1.02 0.0610 0.0610 0.0273 0.024 0.0255 1.22 0.0729 0.0729 0.0328 0.030 0.0315 1.53 0.0907 0.0907 0.0410 0.036 0.0375 1.83 0.108 0.108 0.0493

(in.3) (in.3)

- Denotes Colored Side

1. Based on ASTM A 653M Grade 230 structural steel.2. Values in row “S” are based on strength.3. Values in row “D” are based on de!ection of 1/180th span.4. Web crippling not included in strength calculations. See Example. Limit States Design principles were used in accordance with CSA Standard S136-01 Load table prepared by Dr. R.M.Schuster P.Eng. University of Waterloo, Ontario, Canada.

METRIC

SECTION PROPERTIES (Per Metre of Width)

Base SteelThickness

(mm)

Coated SteelThickness

(Z275)(mm)

CoatedMass

(kg/m2)

Sec. ModulusMidspan Support De!ection

Moment ofInertia

(106mm4)

Speci"ed Web Crippling Data

Pe1

End(kN)

Pe2

End(kN)

Pi1

Interior(kN)

Pi2

Interior(kN)

MAXIMUM UNIFORMLY DISTRIBUTED SPECIFIED LOAD (kPa)SPAN

LENGTH(m)

1 - SPANBASE STEEL THICKNESS (mm)

2 - SPANBASE STEEL THICKNESS (mm)

3 - SPANBASE STEEL THICKNESS (mm)

0.457 0.508 0.610 0.762 0.914 0.457 0.508 0.610 0.762 0.914 0.457 0.508 0.610 0.762 0.914 1.0 S 3.26 3.62 4.33 5.38 6.43 3.26 3.62 4.33 5.38 6.43 4.08 4.52 5.41 6.73 8.04 D 2.90 3.23 3.88 4.85 5.83 6.97 7.74 9.30 11.7 14.0 5.49 6.10 7.33 9.17 11.0 1.1 S 2.70 2.99 3.58 4.45 5.31 2.70 2.99 3.58 4.45 5.31 3.37 3.74 4.47 5.56 6.64 D 2.18 2.42 2.91 3.65 4.38 5.23 5.82 6.99 8.75 10.5 4.12 4.58 5.50 6.89 8.29 1.2 S 2.27 2.51 3.01 3.74 4.46 2.27 2.51 3.01 3.74 4.46 2.83 3.14 3.76 4.67 5.58 D 1.68 1.87 2.24 2.81 3.38 4.03 4.48 5.38 6.74 8.10 3.17 3.53 4.24 5.31 6.38 1.3 S 1.93 2.14 2.56 3.19 3.80 1.93 2.14 2.56 3.19 3.80 2.41 2.68 3.20 3.98 4.75 D 1.32 1.47 1.76 2.21 2.66 3.17 3.52 4.23 5.30 6.37 2.50 2.78 3.33 4.18 5.02 1.4 S 1.66 1.85 2.21 2.75 3.28 1.66 1.85 2.21 2.75 3.28 2.08 2.31 2.76 3.43 4.10 D 1.06 1.18 1.41 1.77 2.13 2.54 2.82 3.39 4.25 5.10 2.00 2.22 2.67 3.34 4.02 1.5 S 1.45 1.61 1.92 2.39 2.86 1.45 1.61 1.92 2.39 2.86 1.81 2.01 2.40 2.99 3.57 D 0.86 0.96 1.15 1.44 1.73 2.06 2.29 2.76 3.45 4.15 1.63 1.81 2.17 2.72 3.27 1.6 S 1.27 1.41 1.69 2.10 2.51 1.27 1.41 1.69 2.10 2.51 1.59 1.77 2.11 2.63 3.14 D 0.71 0.79 0.95 1.19 1.42 1.70 1.89 2.27 2.84 3.42 1.34 1.49 1.79 2.24 2.69 1.7 S 1.13 1.25 1.50 1.86 2.22 1.13 1.25 1.50 1.86 2.22 1.41 1.57 1.87 2.33 2.78 D 0.59 0.66 0.79 0.99 1.19 1.42 1.58 1.89 2.37 2.85 1.12 1.24 1.49 1.87 2.24 1.8 S 1.01 1.12 1.34 1.66 1.98 1.01 1.12 1.34 1.66 1.98 1.26 1.40 1.67 2.08 2.48 D 0.50 0.55 0.66 0.83 1.00 1.19 1.33 1.60 2.00 2.40 0.94 1.05 1.26 1.57 1.89 1.9 S 0.90 1.00 1.20 1.49 1.78 0.90 1.00 1.20 1.49 1.78 1.13 1.25 1.50 1.86 2.23 D 0.42 0.47 0.57 0.71 0.85 1.02 1.13 1.36 1.70 2.04 0.80 0.89 1.07 1.34 1.61 2.0 S 0.82 0.90 1.08 1.35 1.61 0.82 0.90 1.08 1.35 1.61 1.02 1.13 1.35 1.68 2.01 D 0.36 0.40 0.48 0.61 0.73 0.87 0.97 1.16 1.46 1.75 0.69 0.76 0.92 1.15 1.38 2.1 S 0.74 0.82 0.98 1.22 1.46 0.74 0.82 0.98 1.22 1.46 0.92 1.03 1.23 1.53 1.82 D 0.31 0.35 0.42 0.52 0.63 0.75 0.84 1.00 1.26 1.51 0.59 0.66 0.79 0.99 1.19 2.2 S 0.67 0.75 0.89 1.11 1.33 0.67 0.75 0.89 1.11 1.33 0.84 0.93 1.12 1.39 1.66 D 0.27 0.30 0.36 0.46 0.55 0.65 0.73 0.87 1.09 1.32 0.52 0.57 0.69 0.86 1.04

NOTES:

0.457 0.497 4.46 2.95 2.95 0.0335 0.508 0.548 4.95 3.28 3.28 0.0373 0.610 0.650 5.95 3.92 3.92 0.0448 0.762 0.802 7.45 4.88 4.88 0.0560 0.914 0.954 8.95 5.82 5.82 0.0674

(103

mm3)(103

mm3)

WF 7/8" CORRUGATED

22.4 67.5

948 Wall878 Roof

All dimensions are in millimeters.

- Denotes Colored Side