Ø16 Stirrups in Foundation Continuous Beams

B

Burak B.

New Member
Hello first of all; I have such a problem. In continuous foundation beams, an interesting result is obtained, such as a stirrup diameter of 16 and 12 pieces. The building is a small 3-storey building. Beam foundation span 4.85 50/120 Continuous beam dimensions. Stirrup tightening is turned off. When I select only 10 stirrups from the reinforcement diameters, I get an error with insufficient reinforcement section. My prediction is that Ø10/20 will provide. I am attaching the project. It will be useful for me if you can help and/or criticize in general Thank you from now. (Program ver 8.62)
 
Hello, As can be seen in the picture, the shear force changes direction at the junction of the continuous foundations and an excessive increase occurs. It may be a software situation, we will take it in our notes for examination. This problem can be solved by constantly arranging the basic misalignments. You can check the attached project.
 
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