-
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
Structural _framing _submittal_Prof.Aptekar_group_Archology
This entry was posted in T-Th Aptekar. Bookmark the permalink.
Good day Architectural team,
We have analyzed the proposed beam dimensions (f.r.12RB24 for 21′ span) and found it inadequate. Beam should be redesigned and we will work on providing you the best suitable solution. Please advise if you need to keep a certain height or width for the beam due to design, so we can proceed with calculations.
Best Regards,
Engineering Team
Good day Architectural Team,
Please review the results of our Beam Analysis & Design:
f.r.12RB24 for 21′ span – inadequate;
proposed:
f.r.14RB33 f’c=3ksi, fy=60ksi
f.r.15RB27 f’c=4ksi, fy=60ksi
f.r.12RB24 for 41’span – inadequate;
proposed:
f.r.24RB50 f’c=3ksi, fy=60ksi
Should you have any questions feel free to email us at daria.tru@gmail.com
Address your questions to our team members:
Sergey Bolotov
Edgard Hernandez
Daria Trukhanova
Best Regards,