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To ash060: Thanks for your quick answer, and it very helpful to me! I am looking for some info. and goby for the design of connection, but I only had project experiences in California. Now I work for a project in the east of US, So I wanna to know whether there is some special requirements for...

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...

yeah, you can find in detail in AISC 341-05.. But I think torsion should be avoided by proper connection. IN TODAY'S ENGINEERING PRACTICE, THERE IS NO SUCH THING AS A“NORMAL”OR "STANDARD" STRUCTURAL ANALYSIS.

In usual way, build-up H-shaped section should be ignored the contribution of web.

I advice you to take some insepctions from the official documents about the history water level.