Commentaire
1. On page 2, Geopolymer is defined as "organic". I believe it should be "inorganic". In the same definition the word "no-crystalline" should be "non-crystalline".
2. On page 12, Live Load is specified as CHBDC S6-14 - 166.6 kN. The latest CHBDC should be S6-19, and it's not clear why you want only 166.6 kN
3. On page 12 again, Design Thickness Method is called "Two way flat wall beam analysis". It's not clear what is expected here. Is it a beam analysis or flat plate analysis?
Thank you
Submitted 8 March 2023 1:10 PM
Comment on
Spécification provinciale pour les gaines en géopolymère (OPSS.PROV 468)
PCT Numéro
000-0136
Comment ID
283
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Comment status