ATSE
Structural
- May 14, 2009
- 594
To my Metallurgical Expert friends:
1. Is there anything draw-back to specifying austenitic stainless steel simply as SS 316L, and not referencing specific ASTM specifications (such as A666 or A240 or A312 or A276) for the different components (plate, tube, shapes...)?
Or is it more appropriate to specify as:
Plate: A240
Bars and shapes: A276
and so on.
I don't have these ASTM specs in the office so I don't like to spec them (not that I could understand the contents anyway).
2. Should I care if the plate is cold-formed or hot-rolled?
3. Should I care if the material is made in China?
Background info:
a. For design I usually use ASCE 8-02, and use Fy=28ksi & Fua=75ksi for calculations.
b. For fasteners, I specify ASTM A193 Gr B8M Class 1 for bolts (more available than F593).
c. Welding electrode is 316L.
d. The application is usually welded structural steel plate and shapes used for exterior applications (mildly corrosive environments). Mostly small stuff (small beams and columns, angles, embeds into concrete, pipe brackets, plate less than 1" thick).
1. Is there anything draw-back to specifying austenitic stainless steel simply as SS 316L, and not referencing specific ASTM specifications (such as A666 or A240 or A312 or A276) for the different components (plate, tube, shapes...)?
Or is it more appropriate to specify as:
Plate: A240
Bars and shapes: A276
and so on.
I don't have these ASTM specs in the office so I don't like to spec them (not that I could understand the contents anyway).
2. Should I care if the plate is cold-formed or hot-rolled?
3. Should I care if the material is made in China?
Background info:
a. For design I usually use ASCE 8-02, and use Fy=28ksi & Fua=75ksi for calculations.
b. For fasteners, I specify ASTM A193 Gr B8M Class 1 for bolts (more available than F593).
c. Welding electrode is 316L.
d. The application is usually welded structural steel plate and shapes used for exterior applications (mildly corrosive environments). Mostly small stuff (small beams and columns, angles, embeds into concrete, pipe brackets, plate less than 1" thick).