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Woodworking (rec.woodworking) Discussion forum covering all aspects of working with wood. All levels of expertise are encouraged to particiapte. |
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#1
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![]() On 29-Apr-2005, Ed & Sue Beresnikow wrote: There is absolutely nothing I have seen that says I can not exceed any building construction standards and requirements But if you do not design a component to conform to standards, but merely oversize the component, you can cause the structure to behave in a manner that causes failure. Think especially in terms of statically indeterminate cases, where load distribution is a function of stiffness. If you overdesign a component but can show that the overdesign is not a problem, then there is no risk. Columns in high rise buildings are an example - you can design several stories to use the same column even though the upper columns carry a lighter load. However, you have to _design_ it that way. Mike |
#2
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Michael Daly wrote:
On 29-Apr-2005, Ed & Sue Beresnikow wrote: There is absolutely nothing I have seen that says I can not exceed any building construction standards and requirements But if you do not design a component to conform to standards, but merely oversize the component, you can cause the structure to behave in a manner that causes failure. Think especially in terms of statically indeterminate cases, where load distribution is a function of stiffness. If you overdesign a component but can show that the overdesign is not a problem, then there is no risk. Columns in high rise buildings are an example - you can design several stories to use the same column even though the upper columns carry a lighter load. However, you have to _design_ it that way. So when was the last time a high rise building was constructed from 2x10s? Mike -- --John to email, dial "usenet" and validate (was jclarke at eye bee em dot net) |
#3
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On 30-Apr-2005, "J. Clarke" wrote:
So when was the last time a high rise building was constructed from 2x10s? You can get drugs to treat your obsessive behavior. Mike |
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