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  1. Robs1121

    Cantilever Moment Distribution

    The top portion of the reinforcement is going to be wedged into the outer pipe, we are not looking for composite action, we just want to reinforce the base of the poles. I know there are other ways to reinforce the base of the pole but some jurisdictions may not want an added stiffener or...
  2. Robs1121

    Cantilever Moment Distribution

    Its various existing poles for lights, flags, and equipment towers. They are existing and its an idea for strengthing them. Some may have fatigue problems, its a general solution we are looking into.
  3. Robs1121

    Cantilever Moment Distribution

    Is there a way to calculate the moment distribution between two cantilever pipes, one inside the other? Or some reference I can find this information? The exterior pipe is a tapered steel pipe with constant wall thickness and the interior steel reinforcement pipe is constant diameter and...
  4. Robs1121

    Lateral Torsional Buckling of Truss Beams

    I greatly appreciate everyone's response, yes this tower is of uniform cross section for the full length and it is a 3D space truss. We do have different tower sections based on height, so we do have a wider section for heights up to 100'-0". So the take away is, I could use group section...
  5. Robs1121

    Lateral Torsional Buckling of Truss Beams

    Good Afternoon, I have a truss tower made up of rectangular/square sections and usually I analyze the tower using a Finite Element program. However, I have to analyze the same tower (cross section wise for the full length of the tower) for different heights (tower 1 is 20 ft high while tower two...
  6. Robs1121

    Slip Critical Length Requirements

    I was given this to analyze and see if it works, for my client a pipe would be optimal. So i want to show that it either works or it doesn't, but i want to make sure i am doing the analysis correctly. There is just no guidance as to how much splice length is required for clamping two surfaces...
  7. Robs1121

    Slip Critical Length Requirements

    The pipe is expected to support an antenna and it's a moment connection at the top of the pipe. They use the movement to direct the antenna up or down. Once the antenna is directed in the correct direction than they will clamp the pipe
  8. Robs1121

    Slip Critical Length Requirements

    I am working on an analysis where a 1.5 inch pipe is sandwiched between two plates and the plates are welded to a base plate that is bolted into the ground. There are 2 thru bolts that connect the two outer plates to the pipe, the top bolt is the pivot bolt and the bottom is a slotted hole for...

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