vvaccare
Structural
- Jan 3, 2014
- 18
Good morning everyone,
Hoping to get some insight on an issue that I am having on a project. I have a scenario where I have two wide flange beams framing to the same 4000 PSI 8" concrete beam, back to back (see attached detail). The loads carried by the beams and embeds is controlled by my wind uplift (building to be designed for 220 MPH...). I've used a spreadsheet and the Hilti Profis program to help design the embeds. Here is my issue. I can only get the embeds to pass by checking that the reinforcement from the concrete beam will help the anchorage resist the loads seen. I have included a detail in our drawings to add stirrups in areas near the embeds. I have read through ACI318-11 to try and justify this assumption, and based on what I am reading in section D5.2.9 & D6.2.9 I believe the extra stirrups/ties will help me out. If i interpreted D5.2.9 correctly, stirrups spaced within 1/2" my effective emebedment depth may be used as anchor reinforcement.
Another reason I am concerned, is I have not been able to find any literature on how to handle a situation such as mine. Will the concrete beam reinforcement act in a way to prevent concrete breakout and blowout from both beams in such a narrow beam? I believe that the additional stirrups should help, but I am not having any luck finding anything to support this thought..I know the obvious answer would to add a concrete column or thicken the beam, however the architect is adamant on sticking with 8" walls.
I apologize if these issues have been addressed previously and I missed it.
Thank you all.
Hoping to get some insight on an issue that I am having on a project. I have a scenario where I have two wide flange beams framing to the same 4000 PSI 8" concrete beam, back to back (see attached detail). The loads carried by the beams and embeds is controlled by my wind uplift (building to be designed for 220 MPH...). I've used a spreadsheet and the Hilti Profis program to help design the embeds. Here is my issue. I can only get the embeds to pass by checking that the reinforcement from the concrete beam will help the anchorage resist the loads seen. I have included a detail in our drawings to add stirrups in areas near the embeds. I have read through ACI318-11 to try and justify this assumption, and based on what I am reading in section D5.2.9 & D6.2.9 I believe the extra stirrups/ties will help me out. If i interpreted D5.2.9 correctly, stirrups spaced within 1/2" my effective emebedment depth may be used as anchor reinforcement.
Another reason I am concerned, is I have not been able to find any literature on how to handle a situation such as mine. Will the concrete beam reinforcement act in a way to prevent concrete breakout and blowout from both beams in such a narrow beam? I believe that the additional stirrups should help, but I am not having any luck finding anything to support this thought..I know the obvious answer would to add a concrete column or thicken the beam, however the architect is adamant on sticking with 8" walls.
I apologize if these issues have been addressed previously and I missed it.
Thank you all.