Hello,
Thank you all for the responses!
The skid was not designed by me. I am just performing the analysis and providing recommendations but I want to avoid recommending bigger and stronger bolts if thermal loading on a structure is not usally an issue. The skid is a simple design with four...
Thanks for the response!
As of now, I am constrained to the ASTM A36 specification for their anchor bolts - the equivalent specification for anchor bolts would be ASTM F1554 Grade 36. Would headed bolts be assessed in a different way?
The high thermal loads occur at the anchor bolts at the...
Hello,
I am performing an analysis of a skid structure that is embedded in concrete foundation via cast-in place L-type anchor bolts.
I am considering various load combinations for the structure (e.g. dead loads, live, thermal and environmental loads). As part of the design, I need to assess...
Hi,
I need help with interpretation of the EN-10269 standard in terms of the material properties.
I require the minimum tensile strength of the superalloy material, X6NiCrTiMoVB25-15-2 (1.4980) at 200 degC. Now the standard, provides values from 400 degC (720 MPa) onwards but leaves the 50...
