Hello-
I've read multiple threads on this subject, but I was looking for a better understanding of the factor of safety use for overturning in a footing. I've read that the .6D+.6W load combination has the 1.5 safety factor already accounted for. Below is an example I would like to use as a...
Hello-
I am looking into using monel 400 due to its corrosion resistance properties, and through my research found that it is commonly used in marine engineering and processing equipment. I was wondering if anyone has any information, or has used this material for structural purposes?
Thank you
Thank you all for your replies.
We have done some more research, and found out that RetainPro program using the gabion analysis will work with this type of block situation.
Hello-
We are designing a temporary retaining wall to allow our client to store their product. They are wanting to use, from what they described are "bunker blocks" (image linked below). I am looking to see if anyone has any experience in designing a retaining wall using this kind of material...
We have used Crane Beam Designer by EzSDC for years, but we are looking for a more up to date software program and we are just wondering if anyone has used anything else. We use RISA-3D for most of our other design, but the crane software program takes into account the addition stresses on the...
Hello-
I am searching for a crane design and analysis software for my company. Was looking for recommendations from users of programs they have used in the past or present that they have liked. User friendly programs are a plus. Any suggestions in my search will be greatly appreciated.
Thank you
I am having trouble distinguishing when factors to my yielding moment apply during my calculations of a single angle beam. I am analyzing the capacity of an equal leg, compact angle iron using the 14th edition of AISC. Since it is compact, local leg buckling does not apply. Yielding is easy to...
