How to model and analyze stand-alone pipe racks using PKPM

2017-03-13View Original

Thread Content

As the title suggests, thank you all, experts. This is my first post, so thanks to everyone!

Reply #22017-03-14

Do the calculations manually, using the PKPM toolkit; treat beams as being under biaxial bending and columns as being under biaxial compression, as PK can only handle two-dimensional calculations.

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.

How to model and analyze stand-alone pipe racks using PKPM

Thread Content

Related Threads in This Forum

← Previous

Next →

Submit a Project

Disclaimer

Quick Links