USAC,
Try www.hilti.com and look for Hilti HAP 3.2 software. After, you download it ( it is free ), install it and you will find all you'll need about Hilti bolts distances. Also you'll be able to design connections using Hilti bolts.
CV CV
In Europe the "Composite Design" is now ruled by EuroCode 4. If this subject is a matter of interest to you, visit the following adress http://fp.rogerp.plus.com/. CV
For the truss theoretical problem, you can remove the member since you keep the structure in triangles.
For any truss in pratice, you have always nonzero axial force members, 'cause truss is a much more complex structure.
CV
carlosvalinhas@netcabo.pt
I think Compressive Strength is itself and Moment magnification comes from the displacment of nodes and bow efect between nodes. If the FEA have both PDelta ( displacment of nodes ) and Pdelta ( bow efect ) then we are near the real behaviour of the model. I think the only thing and the most...
I think the scope of IJR ( Visitor ) is to forget the using of K buckling length factor once he is using a FEA with P-Delta and P-delta analisys. This subject concerns me too because after my point of view, when we are using a FEA with P-Delta and P-delta, we are working on the real behaviour...
Dear MPHenry,
Today I found another and better website for you.
Please take a good look inside www.corusconstruction.com and you will be perfectly accurated with European design of steel structures. <p>CV<br><a href=mailto:carlosvalinhas@netcabo.pt>carlosvalinhas@netcabo.pt</a><br><a href= >...
Please visit the following website,www.europrofil.lu/index/ind_sales.html.
I am sure you will find all the information you need about European hotrolled steel profiles. Also you may download information in Excel format to your computer, and include that information in a postprocessing...
I do not resist to advise you a surfing into <A HREF="http://www.ramint.com" TARGET="_new">http://www.ramint.com</A> to download RamAdvanse Student version ( Ex-AVwin98 ), also the full manual in Word format, and you certainly find a very good and general purpose software, not...
I presume you are starting to learn LRFD. <br>As you will see after, depending on the type of sections and their availability to develope plastic hinges, the elastic modulus, will turn into the plastic modulus. This is the real meaning of a limit state behaviour. <br>For the plastic modulus you...
In fact unity sistems before SI did not pay much atention to the efect of gravity.<br>I think that in Venezuela they still use the so called technical system of unities like in the old Germany, designated as MKpS ( meter, kilograme weigth and second ).<br>Nowadays the countries all around the...
cv(structural)<br>
I herd about STRAP and evaluated a demo.<br>
I own a licence of AVANSSE ( www.avansse.com ) and I am very happy with the program. I invite you to visit the web page and get a demo.<br>
The software is very user friendly. I am using it for small problems as so for big...
Hasanh<br>
Please try www.avansse.com site.<br>
They have very usefull and user friendly software. I am talking about AVwin and Gedi. Particulary Gedi will let you generate interactively all the parts of a concrete building.<br>
I am a user of those programs and I feel very confortable.<br>
Let...
cv <br>
Please visit www.avansse.com and I am sure you will find some good sugestions to your needings. I am a user of this software and it is very helpfull for all my dayly jobs.<br>
Regards
