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  • Users: august2010
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  1. august2010

    Minimum Plate thickness for Bolted Connections

    i need to know if there is any limit of the minimum plate thickness in AISC when designing bolted connections. any help will be appreciated.
  2. august2010

    combined footing with piles

    i have to design a combined footing which can take care of 30,000 lbs uplift for a carport. its not difficult to design it in case when i have moment and uplift/downward force acting on the foundation. but in this case i need to put piles in the foundation. piles will take care of the downward...
  3. august2010

    How to use U bolts as Square bolts

    I have a project for solar systems racks. I placed an order for Squared bolts but for some reason they delivered the U bolts to the site and most of them have been installed. I cant change the order now. I need to know if there is any way that I can use the U bolts as Square bolts to hold a...
  4. august2010

    Solar System Deep Foundation

    I have been assigned a task to design H Pile foundation for a solar company. The Maximum size i can go with is JIS 150x100(5.85"x3.94") because of the connection problem with the solar system. If i use 150 x100 then using LPILE the deflection i get is 3.5" app. The minimum section that...
  5. august2010

    temporary soldier beams plastic sheathing

    hi i am going to install temporary shoring for Rte 405 and for this project i need to put some plastic sheathing all around the perimeter of soldier beam so that slurry doesnt stick with it when i remove the beams. do you know what kind of plastic material should i use for that?
  6. august2010

    Tieback Walers

    im currently working on route 405 project and we need to build temporary shoring. i have asked a lot of companies but no one seems to have MC 18x 58 sections to be used as walers for tiebacks. can i use W 18x46 section which has almost the same section modulus if i dont find MC 18x58? or else...

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