Wow thanks guys some of these links are very helpful. Agent, I usually calculate an applied moment but occasionally have to shear or even axial applied loads. I appreciate your guys help I will continue to look at these resources and use them when I can thanks again for the advice.
Hey Guys,
I have been dealing a lot with calculations on welds. Mostly fillet welds and what not, but have run into other types of weld calculations that I need. Anyway I am just looking for good books were I can find formulas to prove whether or not welds will hold. I've reviewed P.E. stamped...
Thank you all, oldrunner: I agree that a Pull test would be the ideal solution and it will be done, but in order to install the anchor in place it must be designed and proven to be able to hold a 5000 lbs load. dhengr: thank you for the advice it is very helpful I will and do keep a notebook for...
Looking to make an over engineered wall anchor to go thru a masonry wall. The wall is 24 inches thick and will be thru bolted to 2 24" long 5" C-Channel. I know masonry walls are not ideal to mount an anchor with large loads to as masonry wall properties can vary. However There has to be some...
Yeah I understand that! I have been looking at a problem with masonry and it is very difficult to find anything on the material. I am assuming it is because of the inconsistency of the material/lack of durability.
Thanks again for the advice
Thank you Teguci, I do in fact have that book as well as the next version of the book. It is very helpful in understanding the industry and the fall protection standards and although it does give some formulas for such calculations I was looking for a book that might go deeper into structural...
I am sure this is in the forum somewhere so sorry for wasting your time if it is something that has been covered before, but I am in the fall protection industry. I have been tasked with coming up with a lot of hand calculations for various different types of problems. I have seen solutions to...
Hello,
I am having an issue with this problem that has been presented to me about mounting a wall anchor to a masonry wall with 5/8" thru bolts connecting a back plate to the anchor. I believe the masonry has been rated to have a compressible stress of 2000 psi. I have been unable to find much...
