Tees-Zees and Rails Structural Steel Shapes

SPECIAL TEE SECTIONS

A variety of special sized Tee Sections are available flame cut from standard WF beams  Straightening — Rolling & Galvanizing available subject to inquiry.

 

TEES-ZEES AND RAILS STRUCTURAL STEEL SHAPES

Structural Steel Shapes are usually ordered as  specification ASTM-36.

This Standard of the American Society for Testing and Materials is issued under the designation A-36.

The number immediately following the designation includes the year of original adoption, or, in the case of revision, the year of last revision.
A-36 Specification
Tensile strength, PSI 56,000-80,000
Min. yield strength, PSI 36,000
Carbon content .26 max.

 

Tees — Bar Size
Conforms to  A-36 Standard lengths 20′
SIZE IN INCHES WEIGHT PER FT. IN LBS
A B X C
3/4 X 3/4 X 1/8 .61
1 X 1 X 1/8 .85
1 X 1 X 3/16 1.20
1 1/4 X 1 1/4 X 1/8 1.09
1 1/4 X 1 1/4 X 3/16 1.55
1 1/4 X 1 1/4 X 1/4 1.93
1 1/2 X 1 1/4 X 3/16 1.90
1 1/2 X 1 1/4 X 1/4 2.43
1 3/4 X 1 3/4 X 3/16 2.26
1 3/4 X 1 3/4 X 1/4 2.90
2 X 1 1/2 X 1/4 3.12
2 X 2 X 1/4 3.62
2 X 2 1/4 X 5/16 4.30
2 1/4 X 2 1/2 X 1/4 4.10
2 1/2 X 2 1/2 X 1/4 4.60
2 1/2 x 2 1/2 X 5/16 5.53
2 1/2 x 2 1/2 x 3/8 6.40

 

Tees—Structural Sizes  
Conforms to A-36 Standard Lengths 20′ and 40′
SIZE IN INCHES Estimated Weight Lbs.
A B C Per Foot 20 Ft Length 40 Ft. Length 60 Ft. Length
3 X 2 1/2 X 5/16 6.1 122 244 366
3 X 3 X 5/16 6.7 134 268 402
3 X 3 X 3/8 7.8 156 312 468
4 X 3 X 3/8 9.2 184 368 552
4 X 4 X 1/2 13.5 270 540 810
5 X 3 1/8 X 1/2 13.6 272 544 816
Split tees from any beam section are also available in both galvanized and machine straightened.

 

Rails — ASCE Sections  
Wt. per Yard in Lbs. Section number Height in Inches Width of Base Width of Head Stock Lengths in Feet
25 2540 2 3/4 2 3/4 1 1/2 20.30
30 3040 3 1/8 3 1/8 1 11/16 20.30
40 4040 3 1/2 3 1/2 1 7/8 20.30
60 6040 4 1/4 4 1/4 2 3/8 30.33
80 8040 5 5 2 1/2 39
Rail accessories are also available upon request

 

ZEES –Bar Size
Conforms to A-36
Standard Lengths 20′
SIZE IN INCHES Estimated Weight Lbs.
A B C Per Foot 20 Ft, Length
1 3/4 1 1/4 3/16 2.79 55.8

 

ZEES — Structural Size
Conforms to A-36 Standard Lengths 20′ and 40′
SIZE IN INCHES Estimated Weight Lbs.
A B C Per Foot 20 Ft. Length 40 Ft Length
3 2 11/16 1/4 6.7 134.0 268.0
3 2 11/16 3/8 9.8 196.0 392.0
4 3 1/16 1/4 8.2 164.0 328.0
4 3 1/8 5/16 10.3 206.0 412.0
4 3 3/16 3/8 12.5 250.0 500.0
5 3 1/4 5/16 11.6 232.0 464.0
6 3 1/2 5/8 15.7 314.0 628.0