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  1. ingdaniel

    Crane Runway Beam Design for 8 wheel Crane

    Hi everyone, I am looking information about the maximun bending moment and deflection of Crane runway for 8 wheel crane (4 wheels each side) Regards
  2. ingdaniel

    Big size pipe in Pipe Rack

    Hi all, Is there any guideline or practices for what is the bigger size pipe that can be use in pipe racks? in this presentation recommend 30" water lines: http://www.whatispiping.com/rack-piping Best regards
  3. ingdaniel

    Vessel and Tank deformation for pipe stress analysis

    Hi all, I am doing some pipe stress analysis and I wanna considerer the deformation in the anchor point under the thermal load. There is any way to estimate thermal deformation in the nozzle for steel storage tanks and vessel? Thanks in advance
  4. ingdaniel

    Erection Bracing for Steel Beam for Bride

    Hi all, I have a steel bridge with 50 m span composed witn 4 beam (2400 m height) bracing together. The problem is because the weight of the beam is not posible to lift two beam together (with bracing), so we have to lift and install the beams one by one. If we lift and instal one beam this...
  5. ingdaniel

    Steel Structure on Bearing Pad

    Hi all, I have a structure and I want a couple of the supports have bearing pad (rubber), to give some movement and reduce the longitudinal load. The vertical load is low (least the 10 tonf). What material can I use? neoprene will work? There is any catalog for select the thickness of the...
  6. ingdaniel

    P-Delta in service loads

    I all, I have a question about P-delta analysis. I am doing a explicit second-order analysis in a steel structure (LRFD), and according AISC Design Guide 28, when performing a second-order analysis, the analysis must be conducted at the ultimate load level. OK, I have to do it for every...
  7. ingdaniel

    Base Plate Design with FEA

    Hi, I am designing a base plate using FEA (SAP2000). To model the concrete (or grout) am using spring in compresion only, does anyone know the stiffness of the concrete? Best Regards

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