I have narrowed my search down to RAM Elements and Risa (2D, 3D, etc. - not sure yet which Risa product would be right for me).
structSU10 and frv, it sounds like all in all you are pleased with Elements. I find Elements appealing because of its combination of 2D/3D modeling, FEA, and stand...
Does anyone out there have experience with RAM Elements (formerly RAM Advanse)? I need to purchase new structural software and am considering RAM Elements.
I need a package that can do a number of things - 2D and 3D models, finite element analysis, etc. as well individual/stand alone component...
I am designing a concrete slab foundation for a vertical cylindrical tank. The tank height and diameter are 38.75 ft. and 9.5 ft., respectively. I have calculated the seismic base shear, but since there are no individual floor levels, I am unsure of how to distribute the load vertically.
Do I...
Thanks, Dik. I had not considered that possibility; however, I do not believe I can make it work here, especially given the owner's desire to resolve this matter quickly. Water is readily available, and we have a contractor lined up that is experienced with this type of load test.
I am...
Anyone have any thoughts in regards to calculation of beam deflection? To calculate the anticipated maximum beam deflection resulting solely from the test load, I initially (conservatively) looked at the beam as a simple span condition, but that approach yields a large (almost 5 inches)...
Ron, thanks for the links and again for all of your other thoughts.
Skeezix, thanks for the ideas. Yes, I plan to shore to ground level to help prevent the potential for overloading the underlying layer and causing progressive collapse. Great point about the dams/baffles to help negate the...
Thanks, Ron. Yes, we will have "catch" shoring for the dreaded "just in case" scenario. We plan to load with water via the use of a liner with built-in quick release capability. I always require remote monitoring via binoculars, walkie talkies, etc.
The two beams I will load test are helping...
I am evaluating an existing structure that is approximately 16 years old. Minimal documentation pertaining to the original design and construction is available; however, I do know what the original design loads are.
The slabs and supporting beams are post-tensioned. The columns appear to be a...
Can anyone give me direction regarding how to determine the effective width over which a concentrated load applied to elevated wood flooring distributes? I am evaluating an elevated floor in an old manufacturing facility to determine its adequacy to support new equipment. The new equipment is...
