کانال رسمی مهندس پرویز قلندری
مرجع آموزش‌های دروس و نرم‌افزار‌های عمومی و تخصصی مهندسی عمران❤️🔥
Etabs, Sap2000, safe, AutoCAD, Matlab,
Microsoft(Excel, PowerPoint, Word) & ...
ارتباط با:
👨🏻💻@parviz_ghalandari_Register
🤖@eng_ghalandari_bot
👷🏻♂️@Parviz_gln
📞09034705732
Etabs, Sap2000, safe, AutoCAD, Matlab,
Microsoft(Excel, PowerPoint, Word) & ...
ارتباط با:
👨🏻💻@parviz_ghalandari_Register
🤖@eng_ghalandari_bot
👷🏻♂️@Parviz_gln
📞09034705732
Рэйтынг TGlist
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ТыпПублічны
Вертыфікацыя
Не вертыфікаваныНадзейнасць
Не надзейныРазмяшчэнне
МоваІншая
Дата стварэння каналаЛист 11, 2020
Дадана ў TGlist
Бер 06, 2025Прыкрепленая група
گروه رسمی مهندس پرویز قلندری
177
Пераслаў з:
Mehrsazanmelal (مهر سازان ملل)
27.03.202515:00
💠مجموعه فنی و مهندسی مهرسازان ملل گستر
▪️ ورژن جدید ETABS و SAFE منتشر شد.
ETABS 22.5.0
لینک مستقیم دانلود از شرکت CSI:
https://www.csiamerica.com/software/ETABS/22/ETABSv2250Setup.exe
SAFE 22.5.0
https://www.csiamerica.com/software/SAFE/22/SAFEv2250Setup.exe
👈 از کرک های ورژنهای قبل استفاده شود.👇
https://t.me/ETABS_Ghahramani/2545
https://t.me/ETABS_Ghahramani/2548
از تغییرات مهم ورژن 22.5.0:
🟢 An incident was resolved for ACI 318-19 shear wall design code where the Cm factor was conservatively taken as 1. Now it is calculated based on the end moments.
🟢An enhancement has been made to allow the circular concrete section to be added in the embedded pier section through the section designer. Previously, only rectangular concrete section was allowed to be embedded in the pier section.
🔴Userdefined steel sections are now considered rolled sections for the purpose of steel design when their fillet radius is not zero.
1403.12.03
📔📒📕📗📘📙📚📖
@mehrsazanmelal
▪️ ورژن جدید ETABS و SAFE منتشر شد.
ETABS 22.5.0
لینک مستقیم دانلود از شرکت CSI:
https://www.csiamerica.com/software/ETABS/22/ETABSv2250Setup.exe
SAFE 22.5.0
https://www.csiamerica.com/software/SAFE/22/SAFEv2250Setup.exe
👈 از کرک های ورژنهای قبل استفاده شود.👇
https://t.me/ETABS_Ghahramani/2545
https://t.me/ETABS_Ghahramani/2548
از تغییرات مهم ورژن 22.5.0:
🟢 An incident was resolved for ACI 318-19 shear wall design code where the Cm factor was conservatively taken as 1. Now it is calculated based on the end moments.
🟢An enhancement has been made to allow the circular concrete section to be added in the embedded pier section through the section designer. Previously, only rectangular concrete section was allowed to be embedded in the pier section.
🔴Userdefined steel sections are now considered rolled sections for the purpose of steel design when their fillet radius is not zero.
1403.12.03
📔📒📕📗📘📙📚📖
@mehrsazanmelal
Увайдзіце, каб разблакаваць больш функцый.
