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  1. gregroberson

    HSS Connection Welds and Detailing Responsibility?

    I need to review the HSS connection manual and the AISC's chapter K further to really even know what is required. Thanks for you your comments.
  2. gregroberson

    HSS Connection Welds and Detailing Responsibility?

    The connection forces are provided. However the welds are not. The AISC has some pretty complex welding requirements for prepping the end of the steel pipe/tube. If I specify the weld information, do all the material end preparations associated with the weld (such as shape profiling ) and or...
  3. gregroberson

    HSS Connection Welds and Detailing Responsibility?

    There is a general note stating "CONTRACTOR SHALL DESIGN ALL CONNECTIONS AND SPLICE CONNECTIONS SHOWN, NOT SHOWN, OR ONLY PARTIALLY DETAILED ON THE DRAWINGS. CONTRACTOR SHALL RETAIN A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF OKLAHOMA TO DESIGN ALL SPLICES AND CONNECTIONS SHOWN...
  4. gregroberson

    HSS Connection Welds and Detailing Responsibility?

    I am trying to define the responsibilities of parties involved in a complicated pipe truss included in a project my company is bidding. We are bidding for structural steel detailing and connection design for a commercial structure. Additionally, there is a fairly complex interconnected truss...
  5. gregroberson

    Parking Garage - traditional reinforced CIP flat plate w/ composite steel beams

    Our potential client is a steel fabricator and erector. . . vested intrest in steel. Additionally, they have a large quantity of steel already on hand that they are hoping to efficiently use into design. . .thus,the girder slab system wouldn't fit for them. Thanks you for the replys so far...
  6. gregroberson

    Parking Garage - traditional reinforced CIP flat plate w/ composite steel beams

    Does anyone have any insight to designing a steel-framed open deck parking garage using composite steel beams with a traditional reinforced CIP flat plate (no post tensioning). Our customer would like a steel and CIP solution. However, he would like to not deal with the possible maintenance...
  7. gregroberson

    X-bolt Responsibility in the field

    I have also been discouraged from using the X-bolts. . . when possible. I have some situations that are just too close for comfort. They will be brought to the engineers attention and should have a different section size anyway. The article was great and was exaclty what I was looking for...
  8. gregroberson

    X-bolt Responsibility in the field

    I am an EIT trying to determnine the responsibilty of X-bolt direction during erection in the field. Does the direction of the X-bolt fall under means and methods or is it the responsabitlity of a steel detailer to indicate direction in addition to indicated the type. Acting as a connection...

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