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#1
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calculating load limits of wooden shelves
I am going to build some oak shelves and would like to know how to calculate maximum
allowable load. The size approximately 15" deep by 45" wide, thickness 3/4". Thanks. HN |
#2
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calculating load limits of wooden shelves
1369.44.49.110 wrote:
Hey he catches less **** then I do........................... I've seen one post from him lately. You on the other hand seem to be a serial jackass. Plus, aside from the inflamatory sig, HE actually had somehing useful to say (or ask). |
#3
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calculating load limits of wooden shelves
That all depends... See you look to help people who for the most part are to
ignorant to help themselves..... We're talking wood here not rocket science. As for jackass I think guy's dying for lies and bull**** with **** poor armor and saving money by using humvees instead of APC's is a ****ing waste of good soldiers! If any of these morons ever seen someone blown to ****, they'd be upchucking for a week..................... mediocre isn't my speed! "Joe Barta" wrote in message .. . 1369.44.49.110 wrote: Hey he catches less **** then I do........................... I've seen one post from him lately. You on the other hand seem to be a serial jackass. Plus, aside from the inflamatory sig, HE actually had somehing useful to say (or ask). |
#4
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calculating load limits of wooden shelves
1369.44.49.110 wrote:
As for jackass I think guy's dying for lies and bull**** with **** poor armor and saving money by using humvees instead of APC's is a ****ing waste of good soldiers! If any of these morons ever seen someone blown to ****, they'd be upchucking for a week..................... If you feel so strongly about about these things, why don't you actually try to DO something about making changes in this country rather than blowing hard in a woodworking newsgroup of all places? |
#5
Posted to rec.woodworking
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calculating load limits of wooden shelves
What makes you think I don't? Things are certainly changing!
The only reason I'm here is because Tom W. and I found him rather knowledgeable, had posted something anti-war and the little rats all got excited and started running in their cages.... No respect for him.................... So I have no reason or desire to show any respect to the morons here who want to bark. "Joe Barta" wrote in message .. . 1369.44.49.110 wrote: As for jackass I think guy's dying for lies and bull**** with **** poor armor and saving money by using humvees instead of APC's is a ****ing waste of good soldiers! If any of these morons ever seen someone blown to ****, they'd be upchucking for a week..................... If you feel so strongly about about these things, why don't you actually try to DO something about making changes in this country rather than blowing hard in a woodworking newsgroup of all places? |
#6
Posted to rec.woodworking
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calculating load limits of wooden shelves
Bruce T wrote:
The simple way to do this is to multiply the length by the width times the standard load capacity of 10 lbs. per square inch. Of course, in your case, since the shelf is only 3/4" thick, you have to divide by 0.75. Simple! 15 * 45 * 10 / 0.75 = 9000 9000 pounds? One of us is missing something here. |
#7
Posted to rec.woodworking
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calculating load limits of wooden shelves
Span is the important issue here that is missing. If you add a center
support in the shelf, you can assume that the span is halved and more than double the load. 9000 lbs is wrong. My framing book offers the following advise...for 3/4 inch plywood with 48 inch spacing between supports plan for a load of 40 lbs per square foot. Now there are several issues with this. 1) this assumes the load is live, not dead. 2) It assumes that the supports are down both sides 3) It assumes that the support offers a resting area of at least 1 inch on each side 4) It does not assume a constant load You will see some sag in the shelf boards on a constant load over a long period of time. A shelf tab in the center back of the shelf will help a lot. Doug In article , Joe Barta wrote: Bruce T wrote: The simple way to do this is to multiply the length by the width times the standard load capacity of 10 lbs. per square inch. Of course, in your case, since the shelf is only 3/4" thick, you have to divide by 0.75. Simple! 15 * 45 * 10 / 0.75 = 9000 9000 pounds? One of us is missing something here. |
#8
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calculating load limits of wooden shelves
On Sat, 17 Dec 2005 12:46:29 -0500, Doug Houseman
wrote: Span is the important issue here that is missing. If you add a center support in the shelf, you can assume that the span is halved and more than double the load. 9000 lbs is wrong. My framing book offers the following advise...for 3/4 inch plywood with 48 inch spacing between supports plan for a load of 40 lbs per square foot. Now there are several issues with this. 1) this assumes the load is live, not dead. 2) It assumes that the supports are down both sides 3) It assumes that the support offers a resting area of at least 1 inch on each side 4) It does not assume a constant load You will see some sag in the shelf boards on a constant load over a long period of time. A shelf tab in the center back of the shelf will help a lot. Doug Also, something else I've done in the past is to glue a strip into a dado which is located not far from the front edge of the shelf. Also, I further assume that the rear edge of the shelf is fixed to the back (plywood or somesuch) and the ends are themselves located in dados. That'll hold up pretty well. However, the look of the shelf is definitely affected by adding that strip. It might not be acceptable for his design. |
#9
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calculating load limits of wooden shelves
1369.44.49.110 wrote: snip The only reason I'm here is because Tom W. and I found him rather knowledgeable, had posted something anti-war and the little rats all got excited and started running in their cages.... No respect for himsnip Tom is intelligent and a good writer. His message you refer to, however, was not merely anti-war, it was partisan. I suspect even a mere anti-war message would attract some opponents, but a partisan message is sure to attract negative attention, especially on a non-partisan NG. When that anti-war argument is connected to a partisan attack, it will attract even more negative attention. Linking anti-war messages with partisan snipes is a difficult rhetorical task for anyone, but more so in this particular war, since even the democratic presidential candidate, senator Kerry, voted for the war along with most other democrats. It seems that both parties are equally susceptible to the accusation of whoredom, and might therefore be more reasonable to isolate issues and discuss them one at a time, then talk of connections to parties. In this respect, I think you share in Tom's unfortunate decision to use a "scatter-gun" technique, only you have neither Tom's style, sense of decorum, nor courage (i.e., posting under his own name). You have made your argument a very tough sell. H. |
#10
Posted to rec.woodworking
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calculating load limits of wooden shelves
Joe Barta wrote:
Bruce T wrote: The simple way to do this is to multiply the length by the width times the standard load capacity of 10 lbs. per square inch. Of course, in your case, since the shelf is only 3/4" thick, you have to divide by 0.75. Simple! 15 * 45 * 10 / 0.75 = 9000 9000 pounds? One of us is missing something here. Certainly is. the standard load is not 10 per square inch. That's higher than the load for a floor. Shelves would be more like 10-20 pounds per linear foot. |
#11
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calculating load limits of wooden shelves
your right I'm not here to finese you morons....
Who the **** elected you to feel you could tell me who what where I can speak or post whateverI****ing want! See Tom is a nice guy! I'm a Prick! Unlike many of you It's the part that makes men men..... look moron my friends know me..............and so far I haven't met anyone here I would consider.................. so ****head when a moron posts "hylourgos" don't run your ass sucking coward **** to me over a real name dickweed! h.????? Get real! "hylourgos" wrote in message oups.com... 1369.44.49.110 wrote: snip The only reason I'm here is because Tom W. and I found him rather knowledgeable, had posted something anti-war and the little rats all got excited and started running in their cages.... No respect for himsnip Tom is intelligent and a good writer. His message you refer to, however, was not merely anti-war, it was partisan. I suspect even a mere anti-war message would attract some opponents, but a partisan message is sure to attract negative attention, especially on a non-partisan NG. When that anti-war argument is connected to a partisan attack, it will attract even more negative attention. Linking anti-war messages with partisan snipes is a difficult rhetorical task for anyone, but more so in this particular war, since even the democratic presidential candidate, senator Kerry, voted for the war along with most other democrats. It seems that both parties are equally susceptible to the accusation of whoredom, and might therefore be more reasonable to isolate issues and discuss them one at a time, then talk of connections to parties. In this respect, I think you share in Tom's unfortunate decision to use a "scatter-gun" technique, only you have neither Tom's style, sense of decorum, nor courage (i.e., posting under his own name). You have made your argument a very tough sell. H. |
#12
Posted to rec.woodworking
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calculating load limits of wooden shelves
1369.44.49.110 wrote: your right I'm not here to finese you morons.... Who the **** elected you to feel you could tell me who what where I can speak or post whateverI****ing want! As soon as you can show me where I told you "who what where [you] can speak or post whatever[you] want", then I'll tell you who elected me. I did point out what a difficult path it is you've chosen, and why. For you to infer that I was barking orders that compelled you to get so defensive...well, that's sad. See Tom is a nice guy! I'm a Prick! Unlike many of you It's the part that makes men men..... See, I always thought it was the brain and the soul. Any male can have a dick--doesn't make him a man. And I have no idea if Tom is a nice guy, I've never had the opportunity to make his acquaintance. I did say he was eloquent and showed decorum and courage. I should also point out that I have never called you a name. Why would I? I don't know you. look moron my friends know me..............and so far I haven't met anyone here I would consider.................. I'm glad you have friends. I wonder if you act or speak towards them as you write towards others on this NG. I wonder because you use the metaphor of "meeting" people on a NG, which strikes me as odd. Have you participated in NGs for long? so ****head when a moron posts "hylourgos" don't run your ass sucking coward **** to me over a real name dickweed! h.????? Get real! Ha. Hey, 1369.44.49.110, you're a funny guy.... H, still H. |
#13
Posted to rec.woodworking
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calculating load limits of wooden shelves
Joe Barta wrote in news:Xns972F1D40A7661jbartaapknet@
207.115.17.102: Bruce T wrote: The simple way to do this is to multiply the length by the width times the standard load capacity of 10 lbs. per square inch. Of course, in your case, since the shelf is only 3/4" thick, you have to divide by 0.75. Simple! 15 * 45 * 10 / 0.75 = 9000 9000 pounds? One of us is missing something here. Assuming the rest of the calc is true it should be multiply by 0.75 not divide? this is useful; http://www.woodworkersweb.com/sagulator.htm |
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