Also curious – for those who’ve used it, how does it compare to:
Software "black boxes" can hide errors. A quick check against a table coefficient ensures the FEA model is in the right ballpark. Also curious – for those who’ve used it,
: Provides a preview and bibliographic details for the book. Basic Theory of Plates and Elastic Stability Basic Theory of Plates and Elastic Stability Eurocode
Eurocode 2 tables are for ultimate limit state with redistribution. The Czerny tables are purely elastic (serviceability). For example, if you need deflections or crack control in a complex bay, the original elastic coefficients are more accurate. Also, EC2 doesn’t cover irregular shapes or diaphragms. Also, EC2 doesn’t cover irregular shapes or diaphragms
If you are searching for a comprehensive PDF or reference book containing these tables, several "bibles" of structural engineering are frequently cited:
: Includes solutions for uniformly distributed loads, hydrostatic loads, and concentrated point loads. Digital Access and PDF Resources