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Патч Gen 2020 (v1.3)    64-бит 04.02.2020

 

 

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Скопируйте содержимое архива в корневой каталог программы midas Civil с заменой файлов

 

 

Патч исправляет следующие ошибки:

1. [NTC2018] In the formula of vertical design spectrum, 'β*ag' was applied instead of 'β*avg'.

    -->   Svd (T) = ag*S*Fv/q (Tc/T) > β*avg

2. [EC2: 04] The maximum rebar ratio for shell design has been changed from 1% to 4%.
3. [NTC2018] In the design of non-dissipative beam, the Myd values were identical along the beam.

4. When tendon was introduced in the composite section under construction stage analysis, creep deformation was calculated incorrectly.

5. [NTC2018] Rebar area of a column hoop was incorrectly converted when changing the unit in the graphic design report.

6. Time history analysis was performed abnormally when the initial load was defined in 'Global Control' dialog box.

7. For the ‘Box’ section of 'UNI' section DB,  plastic section modulus was the same as elastic  section modulus. Plastic section modulus has been corrected.