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Hello dear,thank youfor all, how to do in case you found the intersection points at the empty zone? For example (0.05,0.3).
That means the required reinforcement is less than the minimum area of reinforcement for the section. Practically, you will provide the minimum reinforcement for the column section.
ruclips.net/video/xHdBiW8qEoM/видео.htmlsi=0zVPD37IyroC7GeT This video explain what I meant better
@@ShefdenAcademy thank you
D/h = 0.8,0.85 etc how can I use it
You used D prime /h not the effective depth and some textbook they use effective depth /h
For Eurocode chart you don't need D/h what is needed is d'/h as explained in the video. D/h is for BS code to select charts
Hello dear,thank youfor all, how to do in case you found the intersection points at the empty zone?
For example (0.05,0.3).
That means the required reinforcement is less than the minimum area of reinforcement for the section. Practically, you will provide the minimum reinforcement for the column section.
ruclips.net/video/xHdBiW8qEoM/видео.htmlsi=0zVPD37IyroC7GeT This video explain what I meant better
@@ShefdenAcademy thank you
D/h = 0.8,0.85 etc how can I use it
You used D prime /h not the effective depth and some textbook they use effective depth /h
For Eurocode chart you don't need D/h what is needed is d'/h as explained in the video. D/h is for BS code to select charts