Difference between revisions of "751.3 Structural Steel Design Properties"
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− | [[Category:751 LRFD | + | [[Category:751 LRFD Bridge Design Guidelines|751.03]] |
Revision as of 08:18, 15 April 2010
751.3.1 Structural Steel (AASHTO M270/ASTM A709)
All structural steel will be AASHTO M270/ASTM A709 Grade 36 ( = 36 ksi) or Grade 50 ( = 50 ksi) except where weathering steel (AASHTO M270/ASTM A709 Grade 50W steel) is indicated on the Design Layout or in special cases. See Project Manager for use of structural steel with greater than 50 ksi.
Grade | Minimum Yield Strength, (ksi) | MaximumPlateThickness(inches) | Shapes |
36 | 36 | 4 (*) | All |
50 | 50 | 4 | All |
50W | 50 | 4 | All |
HPS70W | 70 | 2" TMCP (**) | N/A |
4" Q & T (***) |
- (*) Thickness of plate up to 8 inches may be used when fabricating bearings using ASTM A709 Grade 36 steel.
- (**) TMCP, Thermo Mechanical Controlled Process
- (***) Q&T, Quenched & Tempered