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  1. pmtrevisan1

    lineweights

    hello group. fairly basic question. I've set up lineweights per the CaD standards, but would like to know if they are sheet size specific I'm an old dinosaur of cad and draw everything I modelspace. so I scale everything in there . please no bashing as I've tried pspace and for a one man shop...
  2. pmtrevisan1

    foundation wall design

    hello everyone... something has me puzzled. I have a fdn wall that is 14ft tall. to reduce pressure we are using geo foam above a certain height. question I have is in regards to the triangular soil pressure distribution. I was taught that due to archemedis paradox the pressure at the base...
  3. pmtrevisan1

    shear flow

    hello folk. I'm having brain fart. when calculating shear show for assemblies/ stitch welding what shear value do you use as it varies along the beam length. basing it max shear is conservative but varying V doesn't seem to much sense to me. thanks in advance. p
  4. pmtrevisan1

    typical architect

    hello great minds. I have a brilliant architect that want to use the attached as an entry to one of his buildings. The proposed frame is 22' tall and 10' wide, made from 2" x 36" steel plates. I have a few concerns with this being, welding will entail some quite interesting aspects (heating...
  5. pmtrevisan1

    member orientation

    weird issue that has be baffled. i am learning to use RISA 3d and following through the tutorials, i can not seem to get a member rotated all the parameters seems to be correct. all i can think of is that regardless of what orientation i tell the software to use on the orientation / rotate...

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