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it is an excavator is it a good scope
The first number, the 8, is the magnification of your scope: 8-power. The 32 should be diameter of the scope tube itself in millimeters. And the 50 should be the diameter of the outer lens, 50 millimeters. The larger the lense the more light-gathering ability your scope will have. H
I have a 6T 590 cummins in a case 888 excavator, it runs good but the fuel is in the oil. I changed the lift pump but the fuel is still in the oil. What should I do???? Is there a seal in the injection pump that can be changed without having the injection pump rebuilt?
Yes the shaft seal in the injection pump can be changed without rebuilding the pump, actually pretty common, not a job you want to do yourself if you don't have the knowledge though, in some cases it takes a special tool to align and compress the seal upon installation, and if you get in there and remove the pump without a clue and get it out of time you have basically shot yourself in the foot
I play alot of decks that have like 4 windborne muses and 4 ghostly prisons which makes it too hard to attack with a traditional deck so I want to resort to a mill deck in response. I have a few cards in mind and plan on only making it mono blue.1-2x Rite of Replication4x Hedron Crabs2-3x Archieve Traps4x Millstones3x Ensnaring Bridges4x Time Ebbs4x High Tides4x Counterspells4x Cancels2x Howling Mines2x Mind SpringsPlease give me some more card options and keep in mind that I strongly would like to make it mono blue. Artifacts would be nice to consider as well.those are just a few cards off the top of my head4
whats up, its me again. two cards that i have in mind are opposition and grimoire thief which A). puts your hedron crabs to some use other than just sitting there. B). lets you tap grimoire thief without attacking. and C). adds more control to your build. also if you want since it is mono blue you can add vedalken shackles to your deck. since they only get stronger. and if you do that you can add a phyrexian altar or two ( just take control and when something more desirable hits the board mill em with their own guy) other than that i don't have much else in mind except for maybe rising waters. but eh. hope i helped later
Paul found with Peter's bones:
NO okorder /
I am a good mechanic and have a very good experience of dozer and crane excavator maintenance can somebody help me find a good job
My hubby tried SMC.. its not all that good. Its just a drop shipment membership. You will owe them money when you have not made a dime. Don't do it unless you got the money to spend. At anyrate... you can try USAjobs , try America's job bank, there's a lot of construction jobs about to happen with the stimulus package hitting the states ...they will temporarily start reconstructing and repairing old bridges and streets and etc...
framing for commercial buildings. I'm helping him fine tune his resume and need to describe his education and experience with project management and estimating.
Sounds like somebody likes hard wood and big steel.
How to find the total volume of Earthmovers buckets?
Spec sheets for excavators like the one on the first link typically talk about the SAE standard at 2/1 heaped. The standard is the Society of Automotive Engineers standard J742. Interestingly this standard, which came out in 1979 was cancelled in 2001 and not replaced. However you can still purchase this document for $98.from the second link. The summary for the standard says Description: This standard applies to buckets of loaders (as defined by SAE J1057a, Identification Terminology of Earthmoving Machines). This method applies primarily to buckets having parallel sides and a cutting edge parallel to the top edge of the back sheet. Moderately clipped back sheet corners will introduce no appreciable errors. Bucket teeth, tooth adapters, as well as other similar local discontinuities are ignored. a. Interpretation of irregular shaped cutting edges is identified in paragraph 4.4. b. Interpretation of irregular shaped side sheets is identified in paragraph 4.5. Purpose - The purpose of this standard is to provide a uniform method for determining the SAE struck capacity and rated capacity. The volume calculations used result in a realistically conservative heaped volume. The calculations are based on the inside physical dimensions of the bucket only without regard to bucket action provided by any particular machine. For rating purposes, a nominal heaped load with a 2:1 angle of repose is to be used with bucket orientation dictated by the strike plane defined in paragraph 3.1. This in no way implies that the loader linkage must carry the bucket oriented in this attitude, or that all materials will naturally have a 2:1 angle of repose. So effectively use geometry depending on the buckets shape. If it has parallel sides its going to be height X width X length for the struck volume with the addition of the prism for the heaped volume. 2/1 means 2 horizontal for 1 vertical. So the prism volume will be length X width X width / 8.
I have recommended him the rock type bucket teeth but was told that he had already tried and it didn’t work because it cannot penetrate into the shale and slate effectively and has wasted him a lot of time and money.Anyone has some better idea on this?
I hope this supplier can help you a lot, we buy from them and the bucket teeth works well, strong penetration, long life and competitive cost. See the website in my source.