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Thanks for the video, it was very helpful for me. And I have the question: Why don't not you define properties of soil below the slab , example : Module subgrade reaction k or Module Elastic E ? Thanks your for answers!
Thanks for the video, it was very helpful for me. And I have the question: Why don't not you define properties of soil below the slab , example : Module subgrade reaction k or Module Elastic E ? Thanks your for answers!