-
Recent Posts
Recent Comments
- Solomane Fane on Submittal 1 – MAF
- Jonathan & Navjot / Concrete 2415 structural engineering team on Endirichard Jolalpa Structural Submission
- Felix on Trishita Athai (Group MAF) – Skeletal Framing
- engelberg & bratcher on LENNART MAGI SHEET SET IN A CORRECT CATEGORY
- Daria Trukhanova on Structural _framing _submittal_Prof.Aptekar_group_Archology
Archives
Categories
Meta
TEAM ERZ. STRUCTURAL SYSTEM/SKELETON
This entry was posted in T-Th Aptekar. Bookmark the permalink.
Hello Team ERZ,
My name is Sebastian Tinazzi (email: satf10@hotmail.com) and I’m one of three Civil Engineering students assigned to your project, the other 2 are Aleksandr Fishman (email:Aleksandr.Fishman@mail.citytech.cuny.edu) and Steven D. (email: flyhawkb53@gmail.com). Analyzing the beam we came to the conclusion that it would be inadequate based on its length. From our calculations we found that the maximum span from column to column can be 32 feet. Since the span in the project exceeds 32 feet we encourage you to either place more columns in between or making the cross section area bigger (either the height or width or both). If there are any constraints in your design please let us know as soon as possible by emailing us to our personal email. Best Regards