Hot Rolled Angles

 

Conforms to:  ASTM A36. 

 

Related Specifications:  ASTM A6 General requirements for Rolled Structural Steel Bars, Shapes, and Sheet Piling.

 
 


Chemistry:

Carbon              0.26% max

Manganese                    N/A

Phosphorous     0.04% max

Sulfur                            0.05% max

 

Mechanical Properties:

            Tensile Strength (ksi) 58-80

            Yield Point (ksi)          36 min.

            Elongation in 8 in.      20% min.

Elongation in 2 in.      21% min.

 

Dimensional Tolerances.(Per ASTM A6 table 17)

 

(L)

Length of Leg

 

 

Squareness per inch**

Variations from Thickness for Thicknesses Given, Over and Under (+/-)  (T)

Nominal Size *

Over Theo.

Under Theo.

3/16 and under

Over 3/16 to 3/8, incl.

Over   3/8

1 and under

 

1/32

 

1/32

 

3/128

 

0.008

 

0.010

 

NA

Over 1 to 2, incl.

 

 

3/64

 

 

3/64

 

 

3/128

 

 

0.010

 

 

0.010

 

 

0.012

Over 2 to 3, excl.

 

 

1/16

 

 

1/16

 

 

3/128

 

 

0.012

 

 

0.015

 

 

0.015

3 to 4,incl.

 

1/8

 

3/32

 

3/128

 

NA

 

NA

 

NA

Over 4 to 6, incl.

 

 

1/8

 

 

1/8

 

 

3/128

 

 

NA

 

 

NA

 

 

NA

Over 6

3/16

1/8

3/128

NA

NA

NA

*  For unequal leg angles, longer leg determines classification.

** 3/128in./in=1-1/2 degree

 

Length Tolerances (Per ASTM A6 Table  19)

Variations from Specified Length for Lengths Given, in.

Nominal Size

5 to 10’

10 to 20’

20 to 30’

30 to 40’

40 to 50’

50 to 65’

+

-

+

-

+

-

+

-

+

-

+

-

Under 3

5/8

0

1

0

1-1/2

0

2

0

2-1/2

0

2-1/2

0

3 and over

 

1

 

0

 

1-1/2

 

0

 

1-3/4

 

0

 

2-1/4

 

0

 

2-3/4

 

0

 

2-3/4

 

0

 

 

 

 

 

 

Straightness Tolerances (Per ASTM A6 Table 21)

Variable

Nominal Size

Permissible Variation, in.

Camber

under 3

¼ in. in any 5 ft., or ¼ X (# of ft. of total length/5)

3 and over

1/8 X (# of ft. of total length/5)

Sweep

Straightness tolerances are not specified; sweep will vary due to the extreme flexibility of these shapes.

 

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