"MrtGrsl":arm2akq1" said:
What is the reason for excessive reinforcement in foundation beams between TK1-TK9? How can it be reduced? In general projects, such excesses occur in 5-6 beams. Only with load distribution? Is it relevant or is there something else I missed? Thanks for your comments in advance.
Hi, "Use ql^2/ as minimum aperture moment" option is checked in Continuous base parameters dialog. When this option is checked, the opening moments may exceed the calculation moments. When the analysis is performed by canceling the option, the reinforcements are reduced. Good work