OSIRIS7
Mechanical
- Jan 31, 2006
- 83
Suppose one has to calculate with A2-70, or more specific with 1.4404 +C700 acc. EN 10269.
For the allowable bolt stress the EN 13445-3 §6.1.1 clearly excludes bolts, and refers to clause 11 and 12 of EN 13445-3.
In §11.4.3.1 for austenitic material it states fB = Rm,t/4. This means tensile strength at designtemperature. Now where do I find this? Not in EN 10269 (yes, for 1.4404 +AT it does, but that is the A2-50 equivalent). I have checked EN ISO 3506-1, AD Merkblatt W7, DIN 267-13.
It also appears that this tensile strength does not remain the same, otherwise the tensile strength of 1.4404 +AT and +C700 should be the same.
Is there anyone who has experience on how to cope with this? A2-70 is a widely used material, and I can not believe it is impossible to use it with regard to EN 13445.
Is it allowed to extrapolate the tensile strength? For example: at 200ºC => Rm,t = 390 * (700/500) = 546 N/mm² ?
Kind regards,
Kelly
For the allowable bolt stress the EN 13445-3 §6.1.1 clearly excludes bolts, and refers to clause 11 and 12 of EN 13445-3.
In §11.4.3.1 for austenitic material it states fB = Rm,t/4. This means tensile strength at designtemperature. Now where do I find this? Not in EN 10269 (yes, for 1.4404 +AT it does, but that is the A2-50 equivalent). I have checked EN ISO 3506-1, AD Merkblatt W7, DIN 267-13.
It also appears that this tensile strength does not remain the same, otherwise the tensile strength of 1.4404 +AT and +C700 should be the same.
Is there anyone who has experience on how to cope with this? A2-70 is a widely used material, and I can not believe it is impossible to use it with regard to EN 13445.
Is it allowed to extrapolate the tensile strength? For example: at 200ºC => Rm,t = 390 * (700/500) = 546 N/mm² ?
Kind regards,
Kelly