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I am getting a B warning on the columns.. as a solution, I reduced the stiffness of the beams, no matter how much I lowered them, could you help me??
There is information"Hüseyin Yalçın":y088hjfs" said:I am getting B warning on columns.. I reduced the beam stiffness as a solution, I couldn't solve it no matter how much I lowered it. Can you help??
Hello, TBDY 2018 Element effective section stiffness factors are given in Table 4.2. The multiplier values given in Table 4.2 are automatically applied in the calculation of earthquake effects. Therefore, it is not correct to change beam stiffnesses randomly."Hüseyin Yalçın":5qg8fle6" said:I am getting B warning on columns.. I reduced the beam stiffness as a solution, no matter how much I lowered it, could you help me??
Hocus pocus ..."Hüseyin Yalçın":2kqns7im" said:I need information other than that information, for example, it reduces the stiffness of the beams and removes the column B warning, but this is not the solution.
Brother Şükrü, let's not forget there was also Abra Kadabra"sahinsukru":xbagcgyh" said:Hocus pocus..."Hüseyin Yalçın":xbagcgyh" said:I need information other than that information. For example, it reduces the beam stiffness and removes the column B warning, but this did not solve the problem..
Yes , Wizard Mandrake"2m project":hsm307j9" said:Brother Şükrü, let's not forget there was also Abra Kadabra"sahinsukru":hsm307j9" said:Hocus pocus..."Hüseyin Yalçın":hsm307j9" said:I need information other than that information For example, it reduces the beam stiffness and removes the column B warning, but this did not solve the problem..