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Commercial Tolerances



Structural Tolerances

Permissible Variations In Cross Section for W, HR S, M, C and MC Shapes

Shape

Section
Nominal Sizes
(inches)

Depth

(inches)

Flange Width (inches)

Flange Out-
of-Square,
max. in.AB

Over
Theoretical

Under
Theoretical

Over
Theoretical

Under
Theoretical

W and HP

Up thru 12

1/8

1/8

1/4

3/16

1/4

Over 12

1/8

1/8

1/4

3/16

5/16

S and M

3 thru 7

3/32

1/16

1/8

1/8

1/32

Over 7 thru 14

1/8

3/32

5/32

5/32

1/32

Over 14 thru 24

3/16

1/8

3/16

3/16

1/32

C and MC

Up thru 1-1/2

1/32

1/32

1/32

1/32

1/32

Over 1-1/2 up to 3

1/16

1/16

1/16

1/16

1/32

3 thru 7

3/32

1/16

1/8

1/8

1/32

Over 7 thru 14

1/8

3/32

1/8

5/32

1/32

Over 14

3/16

1/8

1/8

3/16

1/32

* Applies when flanges of channels are toed in or out. For channels 5/8 and under in depth, the permissible out-of-square is 3/64 in./in. of depth.
B Tolerance is per inch of fiance width for S. M. C. and MC shapes.

Structural Tolerances

Permissible Variations In Cross Section for Angles (L Shapes]

Depth (inches)

Flange Width or Length of
Leg (inches)

Out of

Flange Width or Length of Leg (inches)

Nominal Sizes

Over Under

Over

Under

Square per

Up thru

Over 3/16

Over

Shape

(inches)

Theoretical Theoretical

Theoretical

Theoretical

Inch, In.

3/16

thru 3/8

3/8

Angles*

Up thru 1

1/32

1/32

3/128

0.008

0.010

(L Shapes)

Over 1 thru 2

3/64

3/64

3/128B

0.010

0.010

0.012

Over 2 thru 3

1/16

1/16

3/128B

0.012

0.015

0.015

Over 3 thru 4

18

3/32

3/128

Over 4 thru 6

1/8

1/8

3/128

Over 6

3/16

1/8

3/128

* For unequal leg angles, longer leg determines classifications.
a 3/128 in./in. = 1-1/2 deg.

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