IN THE PROJECT I SHARED THE LINK BELOW, I CANNOT RESCUE THE RAFT FOUNDATION IN A KIND. IS THERE ANYTHING I MADE WRONG?
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[ url=https://we.tl/t-Ja7p3WzlK7]https://we.tl/t-Ja7p3WzlK7[/url]"unver":2ichmi2t" said:Hi, It gives a virus warning. You can upload your project to the link below.You do not have permission to view link Log in or register now.
I ENTERED THE VALUE DETERMINED BY THE GEOTECHNICAL ENGINEER FOR THE FLOOR BEARING STRENGTH, IS IT A FAULT?"unver":1ixxfkgf" said:Hi Check the soil bearing capacity value. The old value should not be the ground safety stress. The coordinates are not arranged as in the template in the project. You did not receive the wall loads, Brace the ladder and solve it together. Fix them, if the situation does not improve, you will share again. Ünver ÖZCAN
13 t/m2 is entered as the ground bearing capacity, which seems like a little. Example 10 t For /m2: Formerly given soil safety stress 10 t/m2 The approximate characteristic soil bearing capacity qk=10*3=30 t/m2 The undivided value of safety factor qt=30 soil bearing capacity according to TBDY 2018 table 16.2 which we will use in our calculation It should be /1.4=21.4 t/m2"mühendix":vmadjhle" said:I ENTERED THE GROUND BEARING STRENGTH DETERMINED BY THE GEOTECHNICAL ENGINEER, IS THERE A FAULT?
It is not entered as a coating load. There is no increase in live loads either. Enter the wall loads separately. Unver ÖZCAN"mühendix":vmadjhle" said:I ENTERED WALL LOADS AS FLOORING LOAD.