BASE PLATE Design using RAM Connection
BASE PLATE Design using RAM Connection
(OP)
Hi,
Have anyone tried base-plate design using RAM connection. Is it accurate? I like the way it is setup. The thing I am unsure of is "Strain Compatibility" option in RAM. I think assigning "Strain Compatibility" makes the base plate to behave rigid. The BP's I am designing has a thickness 2'' or more. Has anyone used "Strain Compatibility" option. Is this accurate? Strain Compatibility equations are not based on AISC Guide. What is this Strain compatibility based on?
Thanks
Have anyone tried base-plate design using RAM connection. Is it accurate? I like the way it is setup. The thing I am unsure of is "Strain Compatibility" option in RAM. I think assigning "Strain Compatibility" makes the base plate to behave rigid. The BP's I am designing has a thickness 2'' or more. Has anyone used "Strain Compatibility" option. Is this accurate? Strain Compatibility equations are not based on AISC Guide. What is this Strain compatibility based on?
Thanks






RE: BASE PLATE Design using RAM Connection
RE: BASE PLATE Design using RAM Connection
When to you consider the Base Plate to be rigid. My rule of thumb can I assume anything equal to or grater than 2'' as rigid? If yes, i can turn on the strain compability option for the base plate check right.
RE: BASE PLATE Design using RAM Connection
RE: BASE PLATE Design using RAM Connection
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: BASE PLATE Design using RAM Connection
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.