Issues regarding the welding of the bottom and top plates of the square-shaped container type E

2020-04-08 View Original

Thread Content

I have recently been calculating several large square atmospheric-pressure vessels and would like to ask a few questions. 1. Is the top reinforcement ring at the same height as the side panels? Can that ceiling only be welded from the inside? 2. Must the base plate be large enough to ensure that the reinforcement columns can be welded to it? Or does the reinforcement column not need to be welded to the base plate at all? First, thank you to all the teachers.

Submit a Project

**Looking for Chemical Technology, Equipment & Solutions?** No Registration Required Broader Platform Exposure | Global Chemical Service Provider Connections

Submit Request — Free Consultation

Disclaimer

This is an automated machine translation of the original thread. Some technical terms may have inaccuracies; the original text shall prevail. Click "View Original" at the top right to access the source page, which supports IP-based automatic real-time language translation. Please watch out for contact details and sales inducements to prevent fraud. All content and translations are for reference only, representing solely the poster's personal views. For enquiries, email service@hcbbs.com.

Issues regarding the welding of the bottom and top plates of the square-shaped container type E

Thread Content

Submit a Project

Disclaimer

Quick Links