Hello everyone,
can i please find any example of a cold formed base plate connection ?
in my case i have a back to back column using C section shape .
Many thanks.
islem
Hi,
I am actually designing a cold formed portal frame of 22,5 m span , i wonder if i need strap bracing between frames to ensure the lateral stability of building and avoid local buckling of chords?
thanks
Islem.
islem
Dear all;
i am designing a cold formed portal frame warehouse Using SAP2000 , almost of members are safe but the rest are Overstressed knowing that i am using the same Sections and the same loads as shown in the picture in attached.
Please can anyone from you give me a solution to solve this...
Hello everyone;
please what's the difference between the both options bracing : X strap bracing and sheet plate bracing and when we can substiute one by another ...
thanks
islem
Hello everyone,
please find attached the issue that i met during my design of a 15 m portal in cold formed steel using deep C 200x2,5mm sections for beams and columns
anyone can tell me why i have this difference in ratio between the two sides of portal.
thanks...
hello everyone;
i want to know exactly what are the different connections that we can use in cold formed steel warehouses (PEB system), i mean all the pinned and rigid connections that can be ,if it's possible show me pictures as exemple to understand more
