enggr1981
Structural
- Jun 26, 2012
- 2
Please refer to thread292-238083 for previous discussion.
As per ASME B31.3, 302.3.2 "Bases of Design Stresses" -
(f) Unlisted Materials: For a material which conforms to para. 323.1.2, the tensile (yield) strength at temperature
shall be derived by multiplying the average expected tensile (yield) strength at temperature by the ratio of ST (Sy)
divided by the average expected tensile (yield) strength at room temperature.
Could anyone inform what is the exact meaning of "Average expected tensile strength" ?
Cheers
rahul
Engineering without discipline.. without boundaries...
As per ASME B31.3, 302.3.2 "Bases of Design Stresses" -
(f) Unlisted Materials: For a material which conforms to para. 323.1.2, the tensile (yield) strength at temperature
shall be derived by multiplying the average expected tensile (yield) strength at temperature by the ratio of ST (Sy)
divided by the average expected tensile (yield) strength at room temperature.
Could anyone inform what is the exact meaning of "Average expected tensile strength" ?
Cheers
rahul
Engineering without discipline.. without boundaries...