Unequal Leg and Thickness Angles
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Unequal Leg and Thickness Angles
The unequal leg and thickness angles are a kind of special steel angles which are with unequal legs and different thickness of walls. They are also known as ¡°L-section steel¡±. They are often used for shipbuilding. Compared with bulb flats, the unequal leg and thickness angles have larger section modulus and rigidity. What¡¯s more, under the condition of same section modulus, the unequal leg and thickness angles can increase the loading and economic benefits. They are described by both leg length (longer first) and the both wall thickness (thinner first), eg. L250¡Á90¡Á9¡Á13. In addition to shipbuilding, the unequal leg and thickness angles can be used for bridges, power transmission towers, beams... We are capable of supplying a wide range of steel grades and dimensions of the angles. If you are interested in our unequal leg and thickness angles, welcome to contact us.
Features
• Made of structural steel
• Full selection of steel grades, such as grade A, B, D, E, Q235, Q275...
• In line with GB/T 706-2008 or JIS G3192-2008
• Standard-sized, well-shaped, reliable
• A wide range of dimensions
Profile of Unequal Leg and Thickness Angles
Dimensions of Unequal Leg and Thickness Angles
Type |
Sectional Dimension (mm) |
|||||
B |
b |
D |
d |
r |
r1 |
|
L250¡Á90¡Á9¡Á13 |
250 |
90 |
9 |
13 |
15 |
7.5 |
L250¡Á90¡Á10.5¡Á15 |
10.5 |
15 |
||||
L250¡Á90¡Á11.5¡Á16 |
11.5 |
16 |
||||
L300¡Á100¡Á10.5¡Á15 |
300 |
100 |
10.5 |
15 |
||
L300¡Á100¡Á11.5¡Á16 |
11.5 |
16 |
||||
L350¡Á120¡Á10.5¡Á16 |
350 |
120 |
10.5 |
16 |
20 |
10 |
L350¡Á120¡Á11.5¡Á18 |
11.5 |
18 |
||||
L400¡Á120¡Á11.5¡Á23 |
400 |
120 |
11.5 |
23 |
||
L450¡Á120¡Á11.5¡Á25 |
450 |
120 |
11.5 |
25 |
||
L500¡Á120¡Á12.5¡Á33 |
500 |
120 |
12.5 |
33 |
||
L500¡Á120¡Á13.5¡Á35 |
13.5 |
35 |
Tolerance on Dimensions
Project |
Allowable Deviation |
Illustration |
||
Width (B, b) |
¡À4.0 |
|
||
Thickness |
Thickness (D) |
+1.6 -0.4 |
||
Thickness (d) |
¡Ü20 |
+2.0 -0.4 |
||
>20~30 |
+2.0 -0.5 |
|||
>30~35 |
+2.5 -0.6 |
Unequal Leg and Thickness Angles
Unequal Leg and Thickness Angles