LoadBearingCow
Structural
- Jan 19, 2009
- 1
Any feedback would be appreciated:
I will be having 6" cold-formed steel studs that will need to undergo tension testing in accordance with ASTM A370.
How can I determine how many studs to test, i.e.) is there a generally accepted percentage to determine a reasonable conclusion?
Also, does ASTM provide allowable deviations from a specified strength? i.e.) If the studs are specified to obtain a 50 KSI yield strength, any specimen not reaching 50.0 exactly fails the whole lot?
I do not see these addressed in ASTM A370...again any feedback would be appreciated.
I will be having 6" cold-formed steel studs that will need to undergo tension testing in accordance with ASTM A370.
How can I determine how many studs to test, i.e.) is there a generally accepted percentage to determine a reasonable conclusion?
Also, does ASTM provide allowable deviations from a specified strength? i.e.) If the studs are specified to obtain a 50 KSI yield strength, any specimen not reaching 50.0 exactly fails the whole lot?
I do not see these addressed in ASTM A370...again any feedback would be appreciated.