![]() The level of RAID available to a volume is contingent upon the amount of disks. Note: Step-by-step instructions on how to use the New network volume wizard are available in New network volume wizard. The tooltip can be accessed by clicking on the i next to Select your choice. The star ratings are available via a tooltip on the RAID selection step. To help administrators configure RAID volumes, the NAS OS New network volume wizard provides a star rating system with an intuitive storage capacity bar. Understanding RAID and its many levels is critical when deciding how best to apportion the disks in your NAS. Important info on NAS backup: It is recommended that all users back up data to DAS or another NAS as further protection against disk failure or secondary points of failure (e.g. However, there is NO DATA PROTECTION when the volume has only one hard drive. ![]() Additionally, expanding RAID 1 and SimplyRAID will provide protection against the loss of a single hard drive. When other disks in the enclosure are available, expand the single-disk volumes and data will remain intact on the volume during expansion (see Volume Expansion: Single-Disk and Unprotected Volumes). Note on enclosures with one hard drive: You can create a SimplyRAID or a RAID 1 volume with a single drive in the enclosure. Single-disk protection means the data is protected in case one hard drive fails or is missing.ĭouble-disk protection means the data is protected in case two hard drive fail or are missing. 8 disks: SimplyRAID double security with double-disk protection. ![]()
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![]() ![]() The program built on the backbone of five national championships and 46 conference titles hasn’t won a trophy in 24 years. It is no longer hyperbolic to say Nebraska is on the precipice of not just losing the nation’s attention, but also the attention of an entire generation of Husker fans. “We either buckle down and get back to being Nebraska or … I don't want to know what the alternative is.” We've got a choice here,” Alberts told 247Sports nearly five months later in his office. Nebraska's AD was peering over the edge of a big, red cliff. So many twists and turns had led to an inflection point, and at that moment Alberts was no longer standing on a stage. This was a time for celebration and a moment to pause and place a bookmark in the story of a proud program wandering in the wilderness. His eyes lit up and toward the bright, blinding camera lights on the horizon. All seemed swell in the sea of red as Nebraska’s boss wrapped his fingers along the sides of a black-and-red podium, glanced at his notes and prepared a smile for the cameras. 28, it was over and the man Alberts wanted as Nebraska's head coach since mid-October was in Lincoln. The courtship built on the bedrock of a gigantic three-ring binder of notes tucked away in the athletic director’s desk spanned 76 days and included countless phone calls and Zoom meetings with power brokers and 13 candidates - and a round or two of touch-and-go negotiations with Rhule and his agent. 1 after firing Scott Frost had finally arrived on Nebraska's big red stage. LINCOLN, Nebraska - The day Matt Rhule was introduced as Nebraska’s football coach will always be a touchstone for Trev Alberts. ![]() VIDEO: CBS Sports Confidential: Nebraska FootballĮDITOR'S NOTE: This article was originally published in May of 2023 and has been updated in conjunction with CBS SPORTS CONFIDENTIAL: BIG TEN FOOTBALL 2023. ![]() ![]() ![]() You should be able to continue from here, finding the value of $b$ that maximizes the area (or the square of the area) and finding an expression for $\cos\alpha$ in terms of $b$ then in terms of just constants. The median, $m$, is a constant, so we finally have a formula for the area in terms of only one variable, the side $b$. The base is obviously $b$, and side $c$ is the hypotenuse of a right triangle with sides $\frac b2$ and $h'$, where $h'$ is the altitude on side $\overline \\ Instead, use the base and height from my second diagram. An obtuse angle measures more than 90 degrees, while an acute angle measures less than 90 degrees. ![]() Your area formula $A=\frac 12ch$ is not useful here, since finding $h$ directly is difficult for you. No, the vertex angle of an isosceles triangle can be obtuse, acute, or a right angle. We can easily solve this for $c$ and we get ![]() That does also work, though that does not directly include what your final answer will be, the cosine of the apex angle. In your comments you say you want your two variables that define the isosceles triangle to be $c$, the length of the two equal sides, and $b$, the length of the other side. Then it is easy to find expressions for the vertices coordinates, midpoint of one side, median length, altitude, and triangle area. We can let $c$ be the length of the equal sides and $\alpha$ be the measure of the apex angle. I have placed the isosceles triangle on a Cartesian coordinate system, with the apex vertex at the origin and one of the equal sides on the positive $x$-axis. Here is one way that more directly uses the cosine of the vertex angle. I left that explanation very general, because I can think of many ways to define an isosceles triangle in terms of two variables. Substitute that into your expression for the cosine of the vertex angle, and you are done. Substitute that into the expression for area, and you now have an expression for area in terms of only one variable. Then set the expression for the median length equal to a constant and solve for one of your original objects in terms of the other. Then find expressions for the other relevant properties, namely the length of the median, the area, and the cosine of the vertex angle. Choose two measurable objects that determine the triangle. The shape of an isosceles triangle, up to congruence, has two degrees of freedom. #d_(B-C) = sqrt((color(red)(8) - color(blue)(12))^2 + (color(red)(4) - color(blue)(12))^2)#īecause #d_(A-B) = d_(A-C) = 10# these points are the vertices of an isosceles triangle.Since you are having trouble findind the area in terms of median length and cosine of vertex angle, I suggest you do it differently. Let the base angles of isosceles triangle bexeach It is given that the vertex angle is twice of each base angle So vertex angle2x We know that the sum of. ![]() The formula for calculating the distance between two points is: If two are the same length then the points are the vertices of an isosceles triangle. We can find the length of the three line segments. An isosceles triangle has two sides the same length. ![]() ![]() ![]() Delicate appearance, compact design, easy to carry.Any concerns about your pregnancy should be discussed with your midwife or doctor. 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Logitech G HUB is a powerful software designed to enhance your gaming experience by allowing you to customize and control your Logitech gaming devices. ![]() ![]() ![]() I like matplotlib for plotting it is slower but produces report level graphics - making effective use of the sub plotting can give you nice results, the fill feature is nice but can take awhile to process if you have a complicated plot, if you make a gui and embed a graph start out with dummy x and y data and simply update it (can do this if you don't have a gui as well if you want to change data on the fly and speed up the plotting).Ĭode for the plot starts on line 48 of this file RE: Programming Shear and Moment Diagrams Celt83 (Structural) 2 Apr 18 15:26 If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it. I like to debate structural engineering theory - a lot. I'm happy to share any or all of this with you if you're interested. ![]() It would apply the functions at sampling intervals to generate graphical shear, moment, and deflection diagrams. I rolled the same equations into a MathCAD sheet that I used a lot in my designer days. I tested them thoroughly and actually found an error in S-Frame as a result. I did it using virtual work and the resulting equations are enormous. Deflections for the partial span trapezoidal loads, in particular, were a lot of work. I'm pretty sure that's how SAP & ETABS work actually.Īs part of a programming endeavor from my academic days, I developed closed form solutions to solve your exact problem. Theory of elasticity solutions to beam behavior are found to pretty much confirm these descriptions, and, based on this simple model, beams have been designed and validated for hundreds of years.If maximally leveraging your stiffness matrix algorithm is a high priority, Celt's idea of introducing a bunch of dummy reporting nodes is probably the way to go. This is pretty much the simple stress and strain distribution assumed to exist at each cross section. Yes you simply superpose the normal stress resulting from the bending moment with the shear stress. Is there a standard way of relating the shear and bending moment diagram to the tensor field describing the state of stress at points in a material? In addition, the assumption of a point load actually provides a factor of safety because certain measures-such as the bending moment-peak at a point rather than a slightly less impactful curve. Put another way, far from a load (say, three times the beam thickness), it doesn't matter whether the load is applied at a point or over a finite region. ![]() At the differential level, the stress tensor field of a homogeneous continuous elastic material will vary continuously from point to point.Īn important principle is Saint-Venant's principle which says that the distribution of a particular load becomes less important with increasing distance from the load. The abrupt transitions in the graphs are not typical of actual physical systems. Since you're well accustomed to self-education, I'll just provide some pointers to where to look for more information. The framework is covered in Beer & Johnston's Mechanics of Materials, for one, among several other standard textbooks on the so-called mechanics of deformable materials. You've intersected with the standard approach with which engineering students learn about stress and strain in college. Of particular interest would be the orientations of the principal axes at different points in the stressed member. Is there a standard way of relating the shear and bending moment diagram to the tensor field describing the state of stress at points in a material? I'm interested in a simple plane deformation case of the kind shown in the first diagram of the Wikipedia article. At the differential level, the stress tensor field of a homogeneous continuous elastic material will vary continuously from point to point. Since there have been a few stable structures produced by engineers over the past century or so, I will assume the method gives meaningful results. ![]() I don't recall ever encountering the so-called shear and bending momentum diagram used in engineering. That mostly covers the states of stress and strain and their relationship at a point. 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Selection: Farasi Lane 7/1 with Betfair 7.45, Wolverhampton – William Hill Extra Places Races Daily Racing League Race 33 Handicap (1m 1½f) This horse has scored off this mark of 85 before, and he has a great chance of adding to his tally in this contest. Tom Ward’s gelding triumphed over 7f at Ascot earlier this summer, while he finished second of 13 last time out at Windsor, going down by a neck. Selection: Pjanoo 7/1 with Betfair 7.15, Wolverhampton – William Hill Keep Your Raceday Positive Racing League Race 32 Handicap (1m ½f)įARASI LANE makes a return to the all-weather here for this handicap contest and it is a surface he knows very well. The handicapper has put the three-year-old colt up 2lb for that victory, but this extended 1m distance will suit Richard Spencer’s runner, so expect him to successfully follow up with the headgear on again. 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Blue Romper appears to be aligned with White Sweater, who then throws Attempted Peacemaker to the ground as they stand tall like Bradshaw and Faarooq after a bar room brawl match over the Dudley Boys.Īlso: Note another uninvolved party trying to sneak past the fracas and into the bathroom. ![]() ![]() And then she wheels back for a savage attack on the attempted peacemaker, capped with a boot to the face. She takes pink shirt to the woodshed with fists and a few kicks. Everyone is coming out of this port-a-potty. She gives zero effs about whose hair it is, too. A third woman tries to break it up, as does the guy off to the side, as the uninvolved party manages to escape.Īnd then BOOM! Blue Romper comes tearing out of another stall off-camera and comes flying in grabbing hair. It starts as a garden variety dustup, albeit one that happens to spill into an innocent bystander’s stall. And it appears to have occurred at Wednesday night’s Morgan Wallen concert. It is definitely at PNC Park* in Pittsburgh. We even know the exact call: She’s striking anything that by-God moves! Blue Romper has parted the Red Sea! The whole game changed! If there was ever a moment to put audio of an old Jim Ross call over video of a fight, it is this one. ![]() |
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