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  1. ingdaniel

    Crane Runway Beam Design for 8 wheel Crane

    Thanks Jim, MOVLOADS will help me a lot. Best regards
  2. 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
  3. ingdaniel

    what is the bearing area formula for anchor bolt plate?

    The area of the plate less area of the bolt.
  4. ingdaniel

    Big size pipe in Pipe Rack

    Thanks you all for this comments....
  5. 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
  6. ingdaniel

    Vessel and Tank deformation for pipe stress analysis

    No... If the pipe is connected to the top of the tank, that will be the anchor point, but under thermal conditions the tank will expland and flange will move. This movement is what I am asking for...
  7. 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
  8. ingdaniel

    Why never is there a structure without equilibrium in Sap2000?

    check deflection... probably will be infinite (1E+50)
  9. ingdaniel

    Erection Bracing for Steel Beam for Bride

    We wont weld, will use bolt. The problem I have now is how estimate the load for design the truss. Any idea for this load? Regards
  10. ingdaniel

    Erection Bracing for Steel Beam for Bride

    Yes, When is in place will fail. I was thinking use a horizontal truss to brace the top flange, but i am not sure about how calculate this truss...
  11. ingdaniel

    Erection Bracing for Steel Beam for Bride

    Thanks for the answer... BAretired 2400 mm paddingtongreen What is the reach of your crane, can it lift at the end of the girder, pixcking up haqlf the weight, and reach across to the embankment? Can you get a second crane and transfer the one end load halfway across? We are gonna use two...
  12. 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...
  13. ingdaniel

    Pipe Support - Anchoring Question

    well, I dont know if you have any information of horizontal loads... But you cant do this. - Use 4 3/4" bolts (minimum size of bolt for industrial use) - If is preinstalled 12d length in concrete... if post-installed use hilti manual. - Grout is for leveling.... you probably can level the...
  14. 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...
  15. ingdaniel

    P-Delta in service loads

    P-delta effects will increase the moment at the base (fixed base).
  16. 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...
  17. ingdaniel

    What are the commonly available metric plate thicknesses?

    That will depend the country... In my country we use this: 5, 6, 8, 10, 13, 16, 16, 19, 22, 25, 31, 38 and 50 mm
  18. ingdaniel

    Base Plate Design with FEA

    Thank you... Just what I was looking for.. Great presentation by the way..
  19. 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
  20. ingdaniel

    Approach to ASME B31.1/B31.3 code stress calculations

    For that reason Autopipe dont do subtrations for analysis cases, to avoid this problem. Autopipe solve each case separate for linear and nonlinear case. I know this dont answer your question but at least you will that other software take care this issue. Regards

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