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Diversity is" Our" Strength
"Short Wave Sportfishing" wrote in message ... On Wed, 17 Jan 2007 22:56:05 GMT, "RG" wrote: I don't have a Nikon EULA handy - have you heard anything about that or is it bull****? 1. I have no idea what an EULA is. 2. If you look at the statement that you are reciting at its face, there is no way it could be taken seriously. Look at all the professional photographers that shoot with Nikon digital gear. Do you think, even for a moment, that they would allow the intellectual rights to their work be compromised in any way? I don't think so. The pro community is and always has been Nikon's bread and butter. I really don't think Nikon would be so stupid as to try and **** where it eats. Maybe Snopes has the answer you seek, but I don't give the issue enough credibility to warrant spending any of my time checking it out. Just wondering. EULA is End Users License Agreement and it's part of the standard license for electronic stuff. I suspect the claim (which is bogus in my opinion) relates to the software used in the cameras. Most software is "licensed" to the end user for use but remains the intellectual property of the manufacturer. I use MS Excel, but I don't think Microsoft can claim a spreadsheet that I generated is "their" property. Or can they? Eisboch |
Diversity is" Our" Strength
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Oh, isn't it beautiful? I spent a lot of time out there when I was in the service and we've been back there several times over the past 20 years. One of my squad mates was Navajo. We spent a lot of time hiking around, hunting and just generally having a blast. The country is beautiful. Met some wonderful people too. It is beautiful beyond words. Since you have an interest in photography and the Navajo as well, I would direct you to Amazon or any other retailer of books. Do a search on Barry Goldwater as author. Barry was a master of photography, and the Hopi and Navajo were two of his most favorite subjects. Barry developed a very close bond with the people on the reservation. He would fly supplies and medicine to them in his private plane. He took many back country trips with Navajo guides into areas deemed sacred by the Navajo. Once, he actually spent the night on the span of Rainbow Bridge, something I don't believe any other white man has done. He was so trusted by the Indians, almost to the point of reverence, that he was given access to virtually every aspect of their life. If you love photography and southwestern native culture, nobody has brought them together with technical skill and profound empathy quite like Barry Goldwater. A subscription to Arizona Highways Magazine is also an inexpensive and enjoyable way to get a monthly fix for your Navajoland jones. |
Diversity is" Our" Strength
Short Wave Sportfishing wrote:
On Wed, 17 Jan 2007 17:10:02 -0500, "Reginald P. Smithers III" wrote: Short Wave Sportfishing wrote: On Wed, 17 Jan 2007 17:24:24 GMT, "RG" wrote: As odd as this sounds, Navaho on my mother's side (two back) and Cherokee (four back) on my father's side. I believe Navajo is the preferred spelling, although your version is sometimes found in English writings. Um...actually, either is acceptable because the actual name in Navaj(h)o is something like Dine' - I'm not in lecture mode at the moment. There are also others, one which is historically inaccurate as the Dine' aren't an offshoot tribe of the Apache. Anyway doesn't matter. Either is acceptable and in fact, as it happens, my spell checker has either listed which is why it didn't catch it in the first place. And speaking of Nikon cameras, I heard something interesting this afternoon about digital Nikons - in their EULA, there is a clause that states that all images taken with one of the digital cameras are the intellectual property of Nikon. I don't have a Nikon EULA handy - have you heard anything about that or is it bull****? it is bull**** The person I was talking to isn't used to spreading bull puckey - he's pretty sharp and wouldn't have said anything unless he had a suspicion. Can you define it a little more? Nikon cameras are used by professional all over the world. If all images were the intellectual property of Nikon, no pro would use one. |
Diversity is" Our" Strength
"Tom Francis" wrote in message ... On Wed, 17 Jan 2007 16:46:06 GMT, "Jim" wrote: "Tom Francis" wrote in message . .. On Wed, 17 Jan 2007 14:13:13 GMT, "JoeSpareBedroom" wrote: wrote in message m... A mongrel political state is doomed to perpetual disorder. Max Tell me about the first of your ancestors who came here. Where were they from? What countries? I have direct Native American ancestors on both sides of my family, one within two generations. Which legally allows me to claim Native American status. So with that in mind... EVERYBODY GET THE HELL OUT OF MY COUNTRY!!!!! Is that your Casino up thar on the hill? What will become of it when we all leave for happier hunting grounds. Who cares. GET THE HELL OUT!!! :) And you can return to Mongolia and leave the country to the Buffalo. |
Diversity is" Our" Strength
"basskisser" wrote in message oups.com... Reginald P. Smithers III wrote: basskisser wrote: Reginald P. Smithers III wrote: Reginald P. Smithers III wrote: Show me that concrete mix design that has 2500# of Portland cement in it, and weighs better than two tons, and we'll go from there. ps When I said Portland Cement weighed approx. 2500 lbs, I was referring to Portland Cement, I never said or hinted that one would put 2500 lbs of Portland Cement into a yard of concrete mix. Have you looked over your concrete mixes to see that it is very common for a yard of concrete to weigh approx. 4000 lbs? One would not expect a PE to make sure a mistake. No, it is not. Need proof? And if I show proof, will you admit your mistakes? And where is that 2500 pounds of Portland cement per yard used? Please show some criteria for your two tons, and your 2500 pounds of Portland. I tried to be helpful and show you many links showing you the exact weight of concrete, and the exact weight of Portland Cement, you prefer to ignore them. I didn't want you to continue with your silliness, but I should have known better. The question wasn't "is all concrete 4000 lbs per year", because there are light weight concrete mixes that weigh less, but as Bill said, concrete can and does weigh approx. 4000 lbs. The fact that you fail to see this, does understand why you are not employed. No, you are wrong. Bill actually said that concrete weighs 5000#. Please show what facts you have that I am not employed, first. Now, where WERE those links that you shown that states that there is 2500# of Portland cement in a yard of concrete? You DO know, seeing how you are acting the expert here, that in reality, there's somewhere around 5 bags @ 94 pounds in a typical 3,000 psi mix, for a total of 470# don't you? So, I'd really, really like to see this mix design that uses 2500#, because with a water/cement ratio of .53 maximum, you'd have approx. 1,325 pounds of water. But you know this, right? Now, here's the thing. a yard of concrete is an AREA. This 2500# of cement takes approx. 12.72 cubic feet of area. The water that we need per ACI 307 would take an area of approx. 20.64 cubic feet, for a total of 33.36 cubic feet. You're now at more than a yard before you add in the largest volumes, which are the coarse and fine aggregates, with proper gradation of course. So, for an F'c of 3000 psi, the aggregate total is going to be close to approx. 10 or 12 times the amount of concrete. So now you have a "yard" of concrete that is 400 or so cubic feet! So, I'm really confused. Please show me where you are correct, and I am wrong. Now remember something about that 4,000 pounds you are referring to. There is a factor of safety involved for that number. A cubic foot of normal weight concrete doesn't weigh 150 pounds, although that number is thrown around alot. The actual weight of normal weight concrete is around 125 pounds per cubic foot, or 3375 a yard. If you'll look at ACI guidelines you'll even see that there criteria uses 125# per cubic foot dead load for elevated slabs! And even THAT has a factor of safety. So I made an error of saying concrete weight is 5000# per yard. That is what the guy told me when I picked up a yard of Concrete in a u haul it trailer. So 4000# of concrete and 1000# of trailer. I am an electrical engineer. What my degree is in, while you claim to be a PE structural engineer and claim that concrete weighs less than 3000#. Major faux paux! I really doubt you are a pe or an engineering graduate now. |
Diversity is" Our" Strength
"basskisser" wrote in message ups.com... Reginald P. Smithers III wrote: basskisser wrote: Reginald P. Smithers III wrote: basskisser wrote: Short Wave Sportfishing wrote: On 17 Jan 2007 08:59:54 -0800, "basskisser" wrote: Tom Francis wrote: On Wed, 17 Jan 2007 14:13:13 GMT, "JoeSpareBedroom" wrote: wrote in message ... A mongrel political state is doomed to perpetual disorder. Max Tell me about the first of your ancestors who came here. Where were they from? What countries? I have direct Native American ancestors on both sides of my family, one within two generations. Which legally allows me to claim Native American status. So with that in mind... EVERYBODY GET THE HELL OUT OF MY COUNTRY!!!!! So you're 100% Native American? Didn't say that - I said legally claim Native American as my ethnic choice. I suppose, although I've never looked into it, that I could also claim Hispanic also as one of the Grandmothers is Mexican. Are you really saying that if anyone states that they have any Native American blood in them at all, that they can claim that status? Where ARE we going to put those millions upon millions of casinos? And where did those Native Americans come from? Mars. Typical....... lol, the Indian casinos can only be placed on Indian reservations. Even if you are 100% Native American, you can not open a casino off of the reservation. Do you try to be so humorous or does it just come naturally. Show me that concrete mix design that has 2500# of Portland cement in it, and weighs better than two tons, and we'll go from there...... Now, that's why I asked where are we going to put those casinos. There is only so much reservation land. And I'm sure that all of us that have any tiny bit of Native American blood in us would like to open one up! I sure would! I guess, seeing how I have just a trace of N.A. blood in me, I'll go to Cherokee, NC and join that nation. LOL, The Cherokee Nation owns the reservation and they run the casino, it is not up to each Native American to deciede if he wants to open a casino. Have you still not figured that a yard of concrete can weigh over 4000lbs? I know the FACTS about concrete. Do you need me to cut and paste some mix designs for you to prove that a yard of concrete almost never weighs two tons? Now, what about that 2500# of Portland cement in a yard of concrete? Please provide some data to show this. Now, as part OF the Cherokee nation, each individual has a say in it's enterprises. But, you are forgetting the gist of the message here. Just because someone has any little tiny bit of N.A. blood in them, doesn't make them instantly able to be a part of such. Read it again. He said Portland Cement weighs 2500# a yard. And to be considered a Native American for a lot of fishing rights you have to be 1/32. To be in on a casino you have be a member of the tribe. There have been some real battles where part of a tribe decertified another part. |
Diversity is" Our" Strength
"RCE" wrote in message ... "Chuck Gould" wrote in message oups.com... So, anybody who hopes to claim to go *way back* (!) in North America would more than likely look a lot like this: http://www.pbs.org/wgbh/nova/first/kennewick.html I've met Shortwave. Striking resemblance. Eisboch Kennewick man is an extreme controversy! Does not match the characteristics of early Native Americans, who mostly are Mongol background. The NA's will not allow testing of the bones background. |
Diversity is" Our" Strength
Calif Bill wrote:
"basskisser" wrote in message ups.com... Reginald P. Smithers III wrote: basskisser wrote: Reginald P. Smithers III wrote: basskisser wrote: Short Wave Sportfishing wrote: On 17 Jan 2007 08:59:54 -0800, "basskisser" wrote: Tom Francis wrote: On Wed, 17 Jan 2007 14:13:13 GMT, "JoeSpareBedroom" wrote: wrote in message ... A mongrel political state is doomed to perpetual disorder. Max Tell me about the first of your ancestors who came here. Where were they from? What countries? I have direct Native American ancestors on both sides of my family, one within two generations. Which legally allows me to claim Native American status. So with that in mind... EVERYBODY GET THE HELL OUT OF MY COUNTRY!!!!! So you're 100% Native American? Didn't say that - I said legally claim Native American as my ethnic choice. I suppose, although I've never looked into it, that I could also claim Hispanic also as one of the Grandmothers is Mexican. Are you really saying that if anyone states that they have any Native American blood in them at all, that they can claim that status? Where ARE we going to put those millions upon millions of casinos? And where did those Native Americans come from? Mars. Typical....... lol, the Indian casinos can only be placed on Indian reservations. Even if you are 100% Native American, you can not open a casino off of the reservation. Do you try to be so humorous or does it just come naturally. Show me that concrete mix design that has 2500# of Portland cement in it, and weighs better than two tons, and we'll go from there...... Now, that's why I asked where are we going to put those casinos. There is only so much reservation land. And I'm sure that all of us that have any tiny bit of Native American blood in us would like to open one up! I sure would! I guess, seeing how I have just a trace of N.A. blood in me, I'll go to Cherokee, NC and join that nation. LOL, The Cherokee Nation owns the reservation and they run the casino, it is not up to each Native American to deciede if he wants to open a casino. Have you still not figured that a yard of concrete can weigh over 4000lbs? I know the FACTS about concrete. Do you need me to cut and paste some mix designs for you to prove that a yard of concrete almost never weighs two tons? Now, what about that 2500# of Portland cement in a yard of concrete? Please provide some data to show this. Now, as part OF the Cherokee nation, each individual has a say in it's enterprises. But, you are forgetting the gist of the message here. Just because someone has any little tiny bit of N.A. blood in them, doesn't make them instantly able to be a part of such. Read it again. He said Portland Cement weighs 2500# a yard. And to be considered a Native American for a lot of fishing rights you have to be 1/32. To be in on a casino you have be a member of the tribe. There have been some real battles where part of a tribe decertified another part. I really do not believe he can read or understand English. |
Diversity is" Our" Strength
Reginald P. Smithers III wrote: basskisser wrote: Reginald P. Smithers III wrote: basskisser wrote: Reginald P. Smithers III wrote: Reginald P. Smithers III wrote: Show me that concrete mix design that has 2500# of Portland cement in it, and weighs better than two tons, and we'll go from there. ps When I said Portland Cement weighed approx. 2500 lbs, I was referring to Portland Cement, I never said or hinted that one would put 2500 lbs of Portland Cement into a yard of concrete mix. Have you looked over your concrete mixes to see that it is very common for a yard of concrete to weigh approx. 4000 lbs? One would not expect a PE to make sure a mistake. No, it is not. Need proof? And if I show proof, will you admit your mistakes? And where is that 2500 pounds of Portland cement per yard used? Please show some criteria for your two tons, and your 2500 pounds of Portland. I tried to be helpful and show you many links showing you the exact weight of concrete, and the exact weight of Portland Cement, you prefer to ignore them. I didn't want you to continue with your silliness, but I should have known better. The question wasn't "is all concrete 4000 lbs per year", because there are light weight concrete mixes that weigh less, but as Bill said, concrete can and does weigh approx. 4000 lbs. The fact that you fail to see this, does understand why you are not employed. No, you are wrong. Bill actually said that concrete weighs 5000#. Please show what facts you have that I am not employed, first. Now, where WERE those links that you shown that states that there is 2500# of Portland cement in a yard of concrete? You DO know, seeing how you are acting the expert here, that in reality, there's somewhere around 5 bags @ 94 pounds in a typical 3,000 psi mix, for a total of 470# don't you? So, I'd really, really like to see this mix design that uses 2500#, because with a water/cement ratio of .53 maximum, you'd have approx. 1,325 pounds of water. But you know this, right? Now, here's the thing. a yard of concrete is an AREA. This 2500# of cement takes approx. 12.72 cubic feet of area. The water that we need per ACI 307 would take an area of approx. 20.64 cubic feet, for a total of 33.36 cubic feet. You're now at more than a yard before you add in the largest volumes, which are the coarse and fine aggregates, with proper gradation of course. So, for an F'c of 3000 psi, the aggregate total is going to be close to approx. 10 or 12 times the amount of concrete. So now you have a "yard" of concrete that is 400 or so cubic feet! So, I'm really confused. Please show me where you are correct, and I am wrong. Now remember something about that 4,000 pounds you are referring to. There is a factor of safety involved for that number. A cubic foot of normal weight concrete doesn't weigh 150 pounds, although that number is thrown around alot. The actual weight of normal weight concrete is around 125 pounds per cubic foot, or 3375 a yard. If you'll look at ACI guidelines you'll even see that there criteria uses 125# per cubic foot dead load for elevated slabs! And even THAT has a factor of safety. Do you understand English? Yes, I do. So, show me how you can get 2500# of portland cement into a yard of concrete using the criteria set forth by A.C.I. 307, A.C.I. 301, and A.C.I. 318. Do you also want me to post some design mixes here showing that I'm right and you are wrong about the weight of concrete? Also, do you want to show me how you get 150# per cubic foot, when, following guidlines by ANY applicable code in the U.S., and ACI, and even Factory Mutual, you only need to design a structure to resist 125# per cubic foot? |
Diversity is" Our" Strength
Calif Bill wrote: "basskisser" wrote in message oups.com... Reginald P. Smithers III wrote: basskisser wrote: Reginald P. Smithers III wrote: Reginald P. Smithers III wrote: Show me that concrete mix design that has 2500# of Portland cement in it, and weighs better than two tons, and we'll go from there. ps When I said Portland Cement weighed approx. 2500 lbs, I was referring to Portland Cement, I never said or hinted that one would put 2500 lbs of Portland Cement into a yard of concrete mix. Have you looked over your concrete mixes to see that it is very common for a yard of concrete to weigh approx. 4000 lbs? One would not expect a PE to make sure a mistake. No, it is not. Need proof? And if I show proof, will you admit your mistakes? And where is that 2500 pounds of Portland cement per yard used? Please show some criteria for your two tons, and your 2500 pounds of Portland. I tried to be helpful and show you many links showing you the exact weight of concrete, and the exact weight of Portland Cement, you prefer to ignore them. I didn't want you to continue with your silliness, but I should have known better. The question wasn't "is all concrete 4000 lbs per year", because there are light weight concrete mixes that weigh less, but as Bill said, concrete can and does weigh approx. 4000 lbs. The fact that you fail to see this, does understand why you are not employed. No, you are wrong. Bill actually said that concrete weighs 5000#. Please show what facts you have that I am not employed, first. Now, where WERE those links that you shown that states that there is 2500# of Portland cement in a yard of concrete? You DO know, seeing how you are acting the expert here, that in reality, there's somewhere around 5 bags @ 94 pounds in a typical 3,000 psi mix, for a total of 470# don't you? So, I'd really, really like to see this mix design that uses 2500#, because with a water/cement ratio of .53 maximum, you'd have approx. 1,325 pounds of water. But you know this, right? Now, here's the thing. a yard of concrete is an AREA. This 2500# of cement takes approx. 12.72 cubic feet of area. The water that we need per ACI 307 would take an area of approx. 20.64 cubic feet, for a total of 33.36 cubic feet. You're now at more than a yard before you add in the largest volumes, which are the coarse and fine aggregates, with proper gradation of course. So, for an F'c of 3000 psi, the aggregate total is going to be close to approx. 10 or 12 times the amount of concrete. So now you have a "yard" of concrete that is 400 or so cubic feet! So, I'm really confused. Please show me where you are correct, and I am wrong. Now remember something about that 4,000 pounds you are referring to. There is a factor of safety involved for that number. A cubic foot of normal weight concrete doesn't weigh 150 pounds, although that number is thrown around alot. The actual weight of normal weight concrete is around 125 pounds per cubic foot, or 3375 a yard. If you'll look at ACI guidelines you'll even see that there criteria uses 125# per cubic foot dead load for elevated slabs! And even THAT has a factor of safety. So I made an error of saying concrete weight is 5000# per yard. That is what the guy told me when I picked up a yard of Concrete in a u haul it trailer. So 4000# of concrete and 1000# of trailer. I am an electrical engineer. What my degree is in, while you claim to be a PE structural engineer and claim that concrete weighs less than 3000#. Major faux paux! I really doubt you are a pe or an engineering graduate now. Concrete DOES NOT weight 4000# a yard, your first ignorant statement of the day. I never said concrete weighs less than 3000#, your second stupid statement of the day. So, your last stupid sentence doesn't even count. Please go back and read my statements above, and prove to me that I'm wrong. On the other hand, I can post many, many concrete mix designs that I've approved (or not approved for that matter) that will show you that in most cases, normal weight concrete, with an F'c of 3000, or 4000 p.s.i. will come in at around 3400 pounds. ACI guidlines, as well as any applicable building code in the U.S. as well as Factory Mutual ALL allow 125# a cubic foot, or 3375# per yard as a design dead load. WHY would ANYONE allow a non-reduceable dead load to be designed for less than the weight of the material itself? Even the 125# includes reinforcing and composite deck! I'll be waiting for you to show me that part where I ever said that a yard of concrete weighs less than #3k. |
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