![]() ![]() ![]() If you agree to the above, click “Acknowledge and Continue” to proceed to the Populus website. ABBVIE, IRONWOOD, AND THEIR RESPECTIVE AFFILIATES HEREBY DISCLAIM ANY LIABILITY ARISING FROM YOUR USE AND/OR RELIANCE ON THE INFORMATION CONTAINED ON THE POPULUS WEBSITE. AbbVie and Ironwood recommend that you meet and discuss the benefits and risks of all potential treatments with the potential physician. It is wholly and solely your responsibility to assess the qualifications of a potential physician. You also acknowledge and agree that neither AbbVie nor Ironwood makes any guarantees that using Populus will result in your desired outcome. Visit /myAbbVieAssist to learn more.īy clicking “Acknowledge and Continue” below, you acknowledge and agree that neither AbbVie nor Ironwood does, in any way, endorse or recommend Populus, a telemedicine provider, the qualifications of any physician associated with Populus, or the quality of medical care any of those physicians can provide. ![]() If you are having difficulty paying for your medicine, AbbVie and Ironwood may be able to help. You are encouraged to report negative side effects of prescription drugs to the FDA. For more information, ask your doctor or pharmacist. These are not all the possible side effects of LINZESS. Call your doctor or go to the nearest hospital emergency room right away if you develop unusual or severe stomach-area (abdominal) pain, especially if you also have bright red, bloody stools or black stools that look like tar. Other common side effects of LINZESS include gas, stomach-area (abdominal) pain, swelling, or a feeling of fullness or pressure in your abdomen (distension). Stop taking LINZESS and call your doctor right away if you get severe diarrhea during treatment with LINZESS. LINZESS can cause serious side effects, including diarrhea, which is the most common side effect and can sometimes be severe. Diarrhea often begins within the first 2 weeks of LINZESS treatment. Tell your doctor about all the medicines you take, including prescription and over-the-counter medicines, vitamins, and herbal supplements. You and your doctor should decide if you will take LINZESS and breastfeed. It is not known if LINZESS will harm your unborn baby.
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![]() The most they have touched the subject is in the commentary in fig RD.6.2.1(b) of ACI 318-08 unless the anchors are rigidly attached case one is used. This is not the fault of either Hilti or Simpson or them just wanting to be conservative, they have not been given direction from ACI on how they should handle shear load distribuation. ![]() This is way beyond being conservative just because the behavior is not clearly understood. I would love to see a shear breakout test on a 14'x8" THK. ![]() Just to give you example had to check a beam connection and embed plate with 6 HSA 9" spacing, for about 13k at the top of a 14' wall loaded towards the foundation, both Simpson and Hilti said the connection fails under D+L. He is not talking about pryout, which rarely governs shear limit states, the one which normally governs is shear breakout, which is even more conservative than tension breakout, if anyone can believe that. ![]() With those unknowns, why not accept a conservative but widely accepted value for shear resistance frm the actual vender you are using? RE: Hilti Profis sandman21 (Structural) 22 Sep 09 23:16 Now for prying, the real problem is trying to (accurately enough!) predict the LOCATION of bending line of the anchor plate under the actual ultimate moment load the direction of the ultimate bending moment load the actual amount of the bending moment the resistance of the anchor plate to bending about that (unknown and only guessed at) bending (line) location and the strenght of the concrete, concrete-to-bolt, and bolt+nut strength that are resisting the (unknown but guessed at) bending moment at the (unknown but guessed at) bending line location. That's not really a bad thing - considering that their equations are going to holding up things above people's heads and property.īut think about this particular shear prediction: Shear is rarely the limiting issue in concrete anchors Prying is the limiting value (pulling the anchor out of the surface of the concrete, rather than cutting the anchor bolt in half due to shear loads.) So, since shear isn't a limit, why not check the connection array for shear conservatively? 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