About Soil Groups and Their Effect on Structure

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engineer_yildiz

New Member
Dear forum users, I need your comments and evaluations: The effects of the rotations of the columns and especially the shear foundations on the structural system calculations, which fall on the C and D groups defined in TDY 2.2.1.5 Section 6, Section 6.1, should be taken into account with appropriate idealization methods. It means. My question is as follows: We did not impose such a condition on groups A and B, but if we still consider the ground rotations for groups A and B (marking the superstructure interactive solution in the program), would we be correct? What could we have done?
 
"engineer_yildiz":31av6aqb" said:
Dear forum users, I need your comments and evaluations: The effects of the rotations of the columns and especially the shear foundations on the structural system calculations on the C and D groups defined in TDY 2.2.1.5 Section 6, Section 6.1. My question is as follows: We did not impose such a condition on groups A and B, but if we still took into account the ground rotations for groups A and B (marking the superstructure interactive solution in the program), we would have done the right thing? Or what could we have done?[ /quote] You would have done it better
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