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Turkish eissenhover
New Member
hello to all friends. I have another question. I hope you can help. I have a drainage channel job on hand. Architectural sections are available in the add-on I uploaded, excluding the thickness of the foundation. The bottom of this channel will remain 120 cm below the 0 level, that is, the soil force will act on the side walls of the channel. I think that if I analyze this channel in idecad as basic + 2 side screens, I think I will get out of it. What do you think, would such an analysis be correct for the channel principle? Also, I think it is not possible for me to give the inclined (chamfered) area at the base in idecad. My other question is this. I will define a lateral load on the side bulkheads that will be subjected to ground forces. I will create and effect lateral load combinations as I learned from the idecad forum. besides, what will be the value of the curtain? how many tf/m2 value would be correct. how will i know