- 11 يوليو 2006
- مجموع الإعجابات
Please could you help me to explain or provide the steps , how to design
A tie beam to column connection under EC1 tie forces
Design a moment resisting beam to column connection for cantilevering section. You can assume that site welding will be used, as well as column web stifners. You must use fillet welds throughout.
I'm looking forward to your help as soon as possible