3
3gorgesdam
Any one already got familiar with IBC 2006? What is new? How about ASCE 7-02? Is it still the latest? I wish they can hold the horse than keep changing what is working. :brick:
Killer! I'm in the process of ordering it as we speak. Are you aware of a similar publication related to masonry structures?Metro,
An excellent publication on designing wood structures is Design of Wood Structures by Donald Breyer. It is well written and does an excellent job of explaining the IBC and NDS and how interpret and apply the code in design.
Below is a link to amazon of the most recent edition. It's conforms to on IBC 2006 , address new 2005 NDS provisions, and includes ASCE 2005 load standards. If you are not looking for something based on codes this new, see the previous edition. They are still selling that as well.
http://www.amazon.com/Design-Wood-Structur...ie=UTF8&s=books
Agree!!!!!Metro,
An excellent publication on designing wood structures is Design of Wood Structures by Donald Breyer. It is well written and does an excellent job of explaining the IBC and NDS and how interpret and apply the code in design.
Below is a link to amazon of the most recent edition. It's conforms to on IBC 2006 , address new 2005 NDS provisions, and includes ASCE 2005 load standards. If you are not looking for something based on codes this new, see the previous edition. They are still selling that as well.
http://www.amazon.com/Design-Wood-Structur...ie=UTF8&s=books
Utah adopted the 2006 IBC as of January 1, California will be adopting it's version at the start of 2008. That's all the research I've done of late.IBC 2006 uses ASCE 7-05.
Not too many states use the 2006 IBC though. I believe that GA has moved to it as of the 1st.
But.... there would be a backlog of permits so no one will be designing using the new codes for a while.
As for the exam, after the October PE exams the NCEES will change the design standards.
Metro,
An excellent publication on designing wood structures is Design of Wood Structures by Donald Breyer. It is well written and does an excellent job of explaining the IBC and NDS and how interpret and apply the code in design.
Below is a link to amazon of the most recent edition. It's conforms to on IBC 2006 , address new 2005 NDS provisions, and includes ASCE 2005 load standards. If you are not looking for something based on codes this new, see the previous edition. They are still selling that as well.
http://www.amazon.com/Design-Wood-Structur...TF8&s=books
Metro,ARJ,
I ordered this book and have read through the first two chapters. Are you aware of a solutions manual or teachers guide that would contain the solutions to the end of chapter problems? I'd love to be able to work the problems but without a solutions manual I wouldn't know whether or not I was doing them correctly.
Metro,I think that the solutions manual requires a certification that you are a practicing professor at an engineering college. I've tried to purchase it too, but I eventually just had to work out the problems that include solutions. Chapter 3 contains a seismic diaphragm/shearwall calculation that is very good!! Once you go through the chapter 3 example, you'll feel much more confident in the design of shearwall forces etc.
McEngr
As far as designing from very raw input (from an incompetent builder if it's residential no doubt), then it's kinda tough. I believe that the first part that is the toughest to overcome is the hold-down anchors for shearwalls and the transfer from diaphragms to shearwalls. This is covered well in chapter 15, I think it is. Designing residential buildings is actually much tougher than one might think!!!...especially with a picky building department.Metro,I think that the solutions manual requires a certification that you are a practicing professor at an engineering college. I've tried to purchase it too, but I eventually just had to work out the problems that include solutions. Chapter 3 contains a seismic diaphragm/shearwall calculation that is very good!! Once you go through the chapter 3 example, you'll feel much more confident in the design of shearwall forces etc.
McEngr
I think chapter 6, 7, or 8 shows the diaphragm nail spacing requirements. Another very good resource, which contains much better examples of how to design complex diaphragms is in this book by Kaplan:Damn! That stinks, but I guess I'll have to cope. I suppose I'll move on to Chapter 3 and see how it goes. Chapter 2 covers a lot of basics but didn't really have much in the way of in real world, in chapter examples. My biggest hang up at the moment is knowing where to begin in the design of a structure if, for example, you have a set of non-engineered drawings. (floor plan, roof lines, etc.) I really like the book, just wish I had some solutions.
Sorry Metro for taking so long getting back to you. McEngr is right about the sol'ns manual. I don't own one either. However, the examples and explanations thoughout the book are very extensive. This will be more than enough to insure youre understanding of the subjects. As you read through the book and understand the examples, it will become increasingly evident regarding where to begin when designing a building, and then what to do next, and so on.ARJ,
I ordered this book and have read through the first two chapters. Are you aware of a solutions manual or teachers guide that would contain the solutions to the end of chapter problems? I'd love to be able to work the problems but without a solutions manual I wouldn't know whether or not I was doing them correctly.
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