In AISC manual for steel section tabke, "gage" is defined as for the bolt hole spacing at steel flange, is this value the minimum spacing when bolt hole is drilled in both side of steel web? Can the bolt hole be drilled less than "gage"?
Hello There.
I have a mat foundaiton, 40m * 20m (LXB), with several extreme equipment load on top, settlement in each point is asked to be consist since those equipments are connectted by rigid large-size pipe. I am going to study it via finite element analysis. My question is as follows:
1...
Hello everyone, thanks for your focus.
I am designing a emebedment plate casting in concrete wall with 4 stud, a steel stud will be bolt connected with this embedement plate via another vertical gusset plate, actually this gusset plate is welded with the embedement plate. I have three questions...
When concrete member subjected to combined biaxial bending moment and load, which code could be used for the design? I didn’t find the solution in ACI318.
Can I use the following formula as checking basis?
N/Nu+eN/Mu<1
Thanks in advance.
I am designing a steel protal frame (shelter) with crane inside, can somebody suggest where I may find the reference for the joint design of eave, ridge, bracket, etc?
Joint is in bolt connection, AISC code required.
Thanks in advance.
