ELSARWAN
Civil/Environmental
- Jan 25, 2015
- 41
Dear Gents,
i have simple structures .and I want to design the moment connections between beams and columns based on aisc design manual 13 th ,because i don't have the end forces for the members ,
so i will use a percentage from the capacity ,
1-what is the accepted percentage and its reference?
2-can i use table 3-10 and get Mn then take 50% ?
i have simple structures .and I want to design the moment connections between beams and columns based on aisc design manual 13 th ,because i don't have the end forces for the members ,
so i will use a percentage from the capacity ,
1-what is the accepted percentage and its reference?
2-can i use table 3-10 and get Mn then take 50% ?