I wanna to know, except AISC 360-05, what's code or SPEC is necessary for the design of connection of steel structure/building?
Thanks for you help!
IN TODAY'S ENGINEERING PRACTICE, THERE IS NO SUCH THING AS A“NORMAL”OR "STANDARD" STRUCTURAL ANALYSIS.
I had a question when calc wind load per ASCE7-05
In asce 7-05 page 27, Eq6-13a Rl=RB n=4.6*n1*E*B/Vz,
what's the meaning of 'E' in this Eq? I havn't found it in the chapter of 'SYMBOLS AND NOTATION'.
Many thanks!
IN TODAY'S ENGINEERING PRACTICE, THERE IS NO SUCH THING AS A“NORMAL”OR...
As we know, in OMF seismic design(per AISC 341-05), we can use AISC Design Guiding 4(AISC DG4) to design the Beam to Column Flange Moment Connection(BCF). In this guilding, bolted based Moment Connection(using End-plate and 4/8 bolts) Design method were introduced.
My question is wheather the...
As we know, in OMF seismic design(per AISC 341-05), we can use AISC Design Guiding 4(AISC DG4) to design the Beam to Column Flange Moment Connection(BCF). In this guilding, bolted based Moment Connection(using End-plate and 4/8 bolts) Design method were introduced.
My question is wheather the...
