Okay, we'll just do a real quick one, just to remind ourselves how fast this can go, especially if we use those relations. Pay attention to what the loading is, what the constraints are, and things can go really quite quick, sometimes with some of these. So, we've got a simple one here, with a couple point loads, one distributed load, just to make things nasty. Well, we're fine, I don't think we can tell that one, nasty. Okay, there we go. So, 20 kips, kips there, and 1.5 kip of a foot, and then the distances between these six, eight, 10 and eight. Six foot, eight foot, 10 foot, and then there's 10 piece there, eight foot. All right, nothing more than we were doing last fall, nothing new here other than just a little bit of warm up, plus we're gonna speed things up a little bit as we get better at these. Of course, we can determine that these reactions are 18 and 26 respectively. Do that with your statics, double check. Remember, to do that, you need to replace the distributed load with an equivalent point load, but then, once you've done that, you're done with that equivalent point load. A lot of students will leave that there, and it's not a real load, it's just a convenience, if nothing else, that allows us to actually calculate the reactions. We only put in that equivalent point load for finding the reactions to find the shear moment diagrams then. We take it out, and we're gonna find that the shear moment, especially the moment diagram, the moment diagram gives us a very clear picture of what the beam itself is doing, as we'll see in a couple weeks. But then, to finish the shear moment diagrams, we only need to use some of our relations and go quickly through using the relations to find the points as we go through these. All right, as you remember, for a reaction, an upward reaction here, that's going to cause us to actually go up by that amount, then nothing happens to the next spot, so it's very easy to do most of the shear diagram. This is actually quite easy. We just take jumps in terms of the size of the point loads, and then nothing else happens until the next point load. So as long as we don't have a distributed load, these are really pretty easy to do. So we took a jump up at 18 for the reaction, a jump down of 20 for the point load, then we take another jump down of 12, so that takes us to minus 14 here, minus two there, 18 there, and nothing else happens until we hit the next point load. We jump up by 26, so we're at 14, up 14, up another 12, puts us about right there, and then we have the distributed load that takes us out to a free end. That free end's not going to have any residual shear, so we'll finish at zero, and we can get the shear diagram just that quickly. And remember, take that point load out that we used for the distributed load here, because it does not apply in the shear diagram. I've seen over the years, a lot of students will leave that point load in there, and then in some way try to incorporate it in the shear diagram, but that point load doesn't exist. It's not a real load. We need to get back to the real loading that we have that distributed load there. And then for the shear moment diagram, well, we can look at the loading and realize we've got this pinned end here. Since it's pinned, it's free to rotate. There won't be any moment at that point. We can sort of say the same thing for the other end. It's a free end, so there can't be any moments in the beam when we get to that point. So we know those two points exist. Then the rest of it is just a matter of putting little pieces together. We know, remember, that the shear equals a slope of the moment diagram at any place. We've got this positive 18 slope. So we have a positive 18, sorry, we've got this positive 18 shear. We've got a positive 18 slope. And the area there will give us the change in M, which is 108. So we go up as high as 108. We know it's linear down to there. Then we have a very small negative two slope, but it's easier to take the area, find the change then to the next point and then just connect them with a straight line. And so let's say we have two times a is 16. So we come down to 16, it takes us down to about a 92. And then we just connect that with a straight line. Not much easier way to do it than that. Then we have a minus 14 slope. We know that area is, one minus 14 times 10 is 140, takes us down to a minus 48. So that would be right about here. Give or take a little bit. Again, connect it with a straight line. And then anytime we have a uniform distributed load, we'll have a straight line on the shear graph and a parabola on the moment graph. So just look at the moment graph. We know we're gonna finish at zero. We've got a lot of positive slope and that positive slope decreases until it hits zero. And the parabolic shape that gives us that is just a simple curve like that. We're all done. Then remember what we're paying attention to. Now, starting today really, is what's the maximum shear and the maximum moment? And in a little bit we'll look at where those are as well. Because what we need to do is protect the beam from failure from the maximum shear, which in this case is the 18. It's only for a little section of the beam, but typically we just make the beam uniform all the way across. It's a very cheap, inexpensive way to do it. So we'll protect the beam for this section, but it'll be protected all the way across because that's the worst section. Same thing for the moment. We're gonna have to build the beam to protect it for this one spot of greatest moment, which means we're grossly overprotected at other spots, but it may be so cheap to do it that way that that's the preferred method. All the beams in this building I'm sure were just stock beams, all uniform in a cross section. Probably all match each other. It's just a very cheap way to do it. Don't forget, we don't protect for just that one little spot there. We know where that spot is, know what its value is, and then tack on a big factor of safety anyway. So we don't design for this spot. We design for that spot plus a whole much more so that there's virtually no chance of failure. You know from the history books that when buildings fail, they tend to fail catastrophically. So we're gonna try to avoid that, especially if you go into structural engineering. So now what we're gonna look at is just what do we do to make a beam that is protected for these kind of failures. So this section then, oh my goodness, that's pretty chopped. That's a new color chopped, that's very pretty. Look at her look, she's smiling, she likes that. So what we're gonna do is design for prismatic beams. To start with, we're just going to determine what is it we need to know about the cross section so that we can do this economically. And then in a little bit, a couple weeks, sometime after break, we're gonna actually look at the deformation caused by this. We know these beams bend. We're gonna use that today to establish things, but we're not gonna quantify the deformation yet. Kind of like we did in the other things we looked at. We look at the loading in the beams and then we look at their deformation. So first thing, I just need to simply define for you what prismatic means. We're going to look at beams of any cross-sectional shape. Could be circular, you'll see that we can handle virtually any shape. So we're gonna let, for the most part, that will be our axial distance, our axial dimension. We'll put x down the length of the longest dimension of the beam. Typically we'll let y go up and then using the right-handed coordinate system, z will come out from the side there. So our prismatic beams are those defined such that they are symmetric with respect to, that's what WRT is, symmetric with respect to the y-axis. So if we look at the cross-section, we'll see our, if we look right at the cross-section, look down the x-axis, there's our y-axis going up, our z-axis coming out. We're gonna look at any beam that is symmetric about the y-axis. So any rectangular beam would certainly satisfy that. We could look at triangular or circular beams, but as most of you know, the most common beams in construction are i-beams, and those are symmetric about the y-axis. So they satisfy our definition of prismatic beams. And we could look at any other shape thereof. So that's our first requirement for prismatic beams. Our second requirement is that the moments, all these bending moments in the beam are exactly as pictured are in the plus or minus z direction, which means all of the loads, the transverse loads, if that's what's causing the moment, are in the y direction themselves. Exactly what we've got here. All of these loads are in the y direction. They cause bending that is all in the z direction. Any one of the typical type of loadings we've looked at before. At any place we have bending like that, either plus or minus, depending on what it is we're talking about. What that's gonna cause for us is when the beam deforms, when this beam actually bends under these loads, and this one would probably do something like that, greatly exaggerated of course, all of the deflections are in the plus or minus y direction because of these z moments. So that's our whole setup for the design for prismatic beams, and it's now that we're gonna actually talk about these cross sections. What do we need in terms of the actual shape and dimensions of the cross sections to help us protect the beam against those moments? And the shear, we just need enough area to avoid shear failure. Here we're gonna actually need particular shape because, well, you'll see why in a little bit. All right, that's the setup. Is everybody comfortable with that? Pretty straightforward, pretty simple. We're gonna be looking at very regular geometries in this way, at least certainly for the foreseeable future. So let's start the setup and see where this takes us. That'd be a jock. Leave it ghostly apparitions. All right, so here's the deal. We have some beam in some kind of loading. I don't care what. We're gonna be doing all kinds of different things. I don't have a concern here. We can keep it a simple picture to start with. Some kind of central loading that's going to cause some kind of bending like this.  Just for now, to set things up, I want this kind of curvature because what I'm gonna do is now take a look at a small piece of that bending, that bent zone if you will, and really try to set it up. So we'll take a little elemental piece of the bending there and really blow that up so we can take a real good look at it. So we have that little, that sort of trapezoidal region here. Now it's got a little bit of curve on the top, a little bit of curve on the bottom. So that's our greatly exaggerated piece of the beam there. I hope you appreciate it. It's greatly exaggerated. So that's a prismatic beam here in our typical bending mode that we're gonna be looking at. Now obviously, I hope obviously, the top is being compressed because of this bending and the bottom is being stretched in tension because of the nature of that bending in a straight, unloaded state. Of course, there's no deformation, but now there's some kind of compression at the top, some kind of tension at the bottom. Well, the only way for that to occur is if there's some place in between where we go from the compression on the top to the tension on the bottom, somewhere in between where we have zero, we'll call that the neutral axis. Neutral axis. I'll just draw it through the middle there and put a little NA on it. It stands for neutral axis. And that's where the load is... Actually, I don't want to say the load. I want to say that's where the bending is zero because we could still have shear there. So the load might not be zero in its entirety, but we're only looking at the bending right now. So there's some neutral axis. I don't know where yet. I know where. You don't know where yet where the bending is zero. It's compression on the top. Somehow it varies to zero at the neutral axis and then it becomes tension on the bottom. It may be linear in between. It might be parabolic in between. It might be constant compression and also the shift to tension, but we've got some place in the neutral axis where we go from compression to tension as we go down through the beam and we need to find that spot. All right. Let's define for us a couple more things. Let's see. Let's call this entire angle here. Let's call it del theta. That's this angle that we're subtending here with our piece that's delta x in length. Remember, x was the axial dimension. So we have a little piece delta x here. That's actually the length of the neutral axis. If the neutral axis has zero bending, then it's the original delta x in length. One other thing we're going to need is at this point there's some radius of curvature and I'll call that rho. We can find some at least local center of curvature and the beam has a radius from that point of a delta r. So there's our setup with that. All right. Everybody comfortable while we now will take another look much more closely at what's happening there so we can figure out what the deal is. So again, I'll take that picture. I'll blow it up some so we can really see what's going on. Oh, by the way, these spots that were originally planings remain planar. There's no deformation of those, at least not with what we've got going here because we don't have any axial looking here. So these are still planar surfaces on the edges there. All right. So there's somewhere there is then our neutral axis. We don't know where yet and we don't know what the distribution is above and below that. But we're going to use that. That's very important to us. That's got a length delta x long because it's undeformed. It's bent but it's not compressed or intention like all of the other parts of the beam are. So we're going to measure our coordinate distance y from there. Remember, y goes vertically across the cross-section. So we're going to measure it from the neutral axis up to some other surface. That's my positive y direction. That takes me up to some other surface that I'll call delta x prime in length. It's compressed as I've drawn it. It's a little bit shorter and it's a distance y from this unknown neutral axis. All right. What else are we going to need here? A radius of curvature of rho down to the neutral axis. So down to this intermediate axis of some kind, the radius of curvature is rho minus y. And as you imagine, we're going to vary y across the entire cross-section and see where we get. So that's our geometric setup there because we take a look at all parts of it as we go across. Comfortable with that, John? Or just have a last day before spring break heading? Okay. So let's see. Let's look at the normal strain. Remember, the normal strain defined as some deformation over the original length. That's just the original definition of the normal strain. For us here, it's going to be, it's going to be, let's see, the deformation is delta x prime minus delta x over, oops, leave a little space after the equal sign. Delta x prime minus delta x over delta x, because that was the original length of my little section here. But I'm going to take the limit of that as delta theta goes to zero. And that will, what I've got is, without that limit, I don't have a rather macroscopic strain, but I don't have the instantaneous strain, if you will. All right, so let's see. Okay, delta x prime, that's the arc length of the radius times the, that's delta x prime. Agree? That's just arc length delta x, or delta theta, of course, being in radians. Minus delta x, which is rho delta theta, and that's all over rho delta theta. Cancels, we have a rho minus rho left over on the top. So rho cancels. We don't even need to limit anymore because delta theta canceled. So we get the rows canceled. We get minus y over rho. That's pretty simple. That's pretty simple. That's by golly, that's a linear distribution of the strain across the cross section. That couldn't be any much more simpler for Chris. And, of course, in terms of the normal stress, then, which is related to the strain by Young's modulus, we can then take out the strain, replace it with minus one over rho. And so we even have a distribution and we even see it's linear for the stress as well, which means if we look at some beam under some kind of loading, we know there's some neutral axis somewhere. We don't know where yet. And we know that, at least for this type of bending, that we have compression that varies linearly on the top and tension that also varies linearly on the bottom. So that's one way we can draw that distribution. Don't trouble us, we just don't know where the neutral axis is yet. But much to our relief couldn't be much simpler than linear. So for the bending shown, we have linear varying compression on the top, half of the, well, the top. I say half in quotes because I don't know where this neutral axis is yet. That's our next job. We can also say then, of course, that at the extremes, the maximum strain is at this very top surface up here. And that's not at y, but that's at c. Remember c is our convention for the maximum distance. It was always maximum distance from where our coordinate origin direction was, but now it's going to be from the neutral axis. We don't know where it is yet, but we're going to place that in a second. And, of course, we can also say the same thing for the maximum stress. It also varies linearly in the same way. So those are two pretty useful things. Combine that with the fact that it linearly varies in between. So once we determine where in the world this neutral axis is, we're going to be cooking with gas, as we say. Those deserve a box, don't they? You betcha. Okay, so we need to figure out where that neutral axis is. So that's the task our current task now. Alright, so we have to figure out what this neutral axis is. So we have some being like this with this unlocated neutral axis with this linear variation. And we need to find this neutral axis. It's a statics class, so the first thing we need to guarantee is that the forces sum to zero. Because there's compression above and tension below, we need to make sure that those two things balance each other, that we have no residual forces left over. Because if we do, we have then acceleration, not in this class. So we're going to make sure that the stress over the area will then be zero. So that's actually the sum of the forces because the stress is the force over the area and that now needs to be zero as we integrate over the area. So remember, the cross-sectional area. Okay, so let's see what can we put together now. Let's take that there. Now, this sigma x, we know it varies linearly from zero to sigma max at the extreme. So we're going to put that in for sigma x. The local strain. That's going to vary linearly between the maximum, not y, c, because we're using the maximum. Make sure I get this right. No, the y was okay. The rho is not. We want to be at c. Yeah, rho cancels out and get just c in there. Actually, rho doesn't have a part of it. We're all we're doing is setting up this linear variation. Yeah, okay, that's what we need. Now, here's the beauty of this and we're not getting to the answer. That is a constant. It doesn't vary anywhere in the cross-section because that's the maximum stress at the outer limit of the beam. That doesn't vary. Neither does c. So we can bring those out of the immigration. We're just integrating then y, da. Again, over the entire area. Yeah, that looks good. And that's got to equal 0 because that remember is the sum of the forces. Most of you should be tingling with anticipation. And what's there? Tommy? Because this should look very familiar. What is that? David? Let me think here. Something I have to do, polar moment of inertia? Well, not polar. Polar has to do with circular cross-sections. This is any kind of cross-section if we have a circular cross-section. But this is the first moment of area. First moment of pretty funny. No, it's exactly like I wrote. You come up here and try to write down here in the bottom. Okay. First moment of area. That's great because that's what we've been figuring for some time. We did that back in statics. So let's look at that a little bit and see what that means to us. If you remember we had to find this spot y-bar which was the location of the centroid of area. And that was defined as the integral of y-da exactly what we've got there over the integral d-a itself. That just came from this being over here so that we had essentially a y- integral d-a equal to the integral y-d-a. We're finding this location of the centroid essentially the balance point of the area. Now we just got that which means that this part there equals zero. That's what we just established over here when we summed the forces to zero. This all means then that our neutral axis passes through the centroid of the cross-section which we know how to find. We spent some time doing that in the fall we'll review it real quick today but that allows us to place this neutral axis and we now can establish the distribution of the stresses across the cross-section. So that's pretty useful to us. Again, deserving of a pink box because we know how to find the centroid for a lot of very regular cross-sections like just a simple rectangular beam we don't have to calculate anything we know where it is if we have a beam that's symmetric not only about the y but also about the z we immediately know where this cross-section is or sorry the centroid is so it makes things quite simple so that's our first static requirement for this class remember this is a class in statics itself the second is that the moments must also sum to zero so we're going to integrate some moment arm times the force but we've already got that x da that's df so that's a h little force times its moment arm and that's going to be equal to the moment across the abyss let's make the same jump we made before when we put this in for sigma x so this becomes y that x gets replaced by sigma max times y over c oh yeah from that the minus sign always pull out produced or lost the minus sign earlier well it's going to turn out it doesn't really matter because we know exactly what the directions are anyway so the tradition is the minus sign and the loop is even left off again minus sigma x sigma max over c is a constant comes out of the integral we're left with we're left with y squared da which again should look familiar this is the second moment of inertia or that which we typically just call capital I and we've got lots of those in the in the book there and that's with respect to the neutral axis so that's the moment of inertia as calculated from the neutral axis and we're going to have some compound shape so we're going to need all that little bit there as we put things together so where that ties these things up we get that the maximum stress is minus mc over and the local stress is minus my so because the stress varies linearly in between what we typically do now is don't even we write this down without even the minus sign being there because it's so obvious from the bending whether that's impressive stress or tensile stress because of the way these beams bend it'll be compression above and tension below for that kind of bending and if we have bending in the other direction then we have tension above and compression below with it being 0 at the neutral axis it's two different ways to draw those very same things you get the idea, you can tell from observation what kind of stresses you've got whether it's compression or tension but the biggest revelation with this is that the smaller the moment of inertia the greater the normal stresses as I goes down the stresses go up and vice-versa what that means to us and our experience is that an I beam in cross-section has a lot of area the neutral axis because of the symmetry we know it's going to go right through the center there's a lot of area for an I beam that's away from the neutral axis which means for the same cross-sectional area which we need to resist shear we have the same area but we have a much greater moment of inertia with an I beam because of this additional area away from the neutral axis as we'll remind ourselves here shortly doing another calculation of finding this this greatly increases the moment of inertia gives a greater I a lower normal stress so that's why we use I beams in construction could have done a rectangular beam but those are very heavy this is much lighter with a relatively greater moment of inertia so that's very, very useful to review I beams so real quick calculation with it we'll keep it simple for this first one in rectangular cross-section exactly what you use if you were building a deck this summer you would use 2 by 8 for the choices maybe just 2 by 6 depending and you orient them in that way so for find the maximum moment that causes yielding in other words design normal stress we're looking for is the yield stress that's the type of thing that's in the back of the book for different materials and we want to find what moment keeps us at or under that yield stress a couple of values to use just to run through the calculation we'll assume a yield stress of 36 ksi because of the symmetry we know the neutral axis goes right through the center and we'll give it a dimension of 1.25 inches that way and this dimension 8 tenths of an inch there for this real quick example what's the maximum moment we can withstand with that and we just have to calculate those just a quick run through as we do these got to watch the units of course yield stress I gave you is 36 ksi C I gave you that's 1.25 inches we just need I for a nice rectangle which is who will integrate that for me no one will nice rectangular shapes remember like this they're in the book so you just have to look them up this one happens to be 1.12 B H Q where B is the base and H is the height make sure you get that right when you look at the pictures of those in those tables in the book the beam has a width of 0.8 inches a height of not 1.25 but twice that 2.5 inches and that's Q and so we've got I we can put that in there simple as that couldn't be be a whole lot easier units okay k kips per square inch two of the inches to the fourth we've got another one on the bottom we're left with kip inches which is a good unit for a moment 30 kip inches just a quick refresher most of this well all of the shapes we're going to need are available on the tables in the book what we're going to have to do we're going to have to look at a lot of compound areas because if you look in the book for the tables of moments of inertia the I-beams not there neither are a lot of the other types of shape it's pretty common to use built up box beams especially when you're working with wood it's a really cheap way to get a lot of moment of inertia as well as a nice aesthetic look when you have these it looks like big solid beams but they're really just built up beams and cross sections it's not uncommon too you might want to run some kind of pipes or wires or something down those beams just to make the house look a little cleaner in appearance so let's let's review then how to find the neutral axis and the moment of inertia with respect to that neutral axis for some non standard shapes, some built up shapes alright so let's look at a beam like this very simple to start nice long beam with a single point load at the center 4 kilonewton meter beam so the maximum moments at the center and for whatever reason let's use a cross section that looks like this and then we have to figure out what the maximum anticipated stresses are so for whatever reason the cross section looks like that an inverted T maybe maybe they were going to put a toy railroad that runs around there I think that was it that'd be fun I live in a house that looks like that alright so in millimeters the dimensions are that little piece there is 10 millimeters wide and 150 millimeters high the bottom piece is 15 millimeters by 120 but it is symmetric about the y axis as our requirement for the built up beams alright so we need to do two things first we need to find where the neutral axis is because the moment of inertia we calculate is with respect to that and if we don't know where it is we can't calculate the moment of inertia so we need to find I with respect to that neutral axis alright so here's what we do first step we just pick some reference location from which we measure everything that will allow us to find our that defines the neutral axis and once we know where that is we pin it to the cross section and we don't need this reference position anymore so I'll pick a reference position I don't know what did I pick so I'll pick it's arbitrary I'll pick a reference position at the bottom of the beam and I'll just measure everything from there that will allow me to figure out where y bar is from our experience we know it's going to be some place like that once I found out where that is it's a part of the cross section I don't need that reference position anymore it's just a convenience for us to quickly establish where the reference position is so pick a reference line just a place from where to measure things until we find out what y bar is and then to calculate the moment of inertia with respect to that that alright one easy way to do that is to break these into pieces so I'll call this piece piece one up here and this piece two there there's different ways you can do it but they should all come out in the same way and then make a table out of that so I have two parts one and two and I'm going to need to find the if you remember that's the kind of thing we had to do to figure out where the centroid of a compound area is area of each of those pieces plus the location of the individual centroid of those individual pieces so the areas are easy area one is 10 by 150 1500 mm squared area two is 15 by 120 which is 1800 that's just looking at the chart figure out what these individual areas are right off the table and I'm going to need the sum of those areas for the denominator so what is that 33 3300 square millimeters that there as easy could be is my denominator now I need the location of the individual centroid with respect to my reference line so one is let's see it's a different it's a distance of 15 up and then half way up itself so that's 15 plus 75 is that right that's the location of y1 from my reference line which is just a matter of convenience could have picked it anywhere doesn't matter we're just looking for the neutral location so we can then be done with that reference thing so what is that that's 90 agreed everybody see that what then is y2 yes what do the others say we're looking for the centroid this is the location of the centroid of the second piece with respect to my reference line due to its regularity we know that to be right there in the center it's at 7.5 millimeters now we don't need those summed up but we need that times the area summed up so we need to figure out in the next column of the table this one's 135,000 and that's millimeters 90 times 1,500 135,000 and the other one's 1,500 and those we need added up because that's the numerator and then we can figure out where y bar is so those add up to 4,885 millimeters cubed so now we can do this 4,885 cubed over the sum of the areas 3,300 the units work out we're looking for the distance of the centroid of this compound area from our reference axis once we've got that it places it on the cross section and we don't need the reference position anymore it was just an artificial convenience to find all this part of it but then we're done with it and that is 45 millimeters and look at your solid and make sure that that makes some kind of sense we've got this piece here that piece there and by simple observation we'd expect it to be somewhere in there if we had this piece cut out of cardboard that's where we'd expect it to balance and by golly doesn't 45 look pretty darn appropriate measured from our arbitrarily chosen reference line which we don't need anymore because now we know where the neutral axis is so we know that this beam when bent by that 5 kilonewton load start 4 kilonewtons we know that the beam we know the distribution so if we look at the beam in cross section there's that bottom plate and we know that 45 millimeters up from the bottom is this neutral axis and that our stress distribution is linear about that we'll have compression along the top because of that type of bending and tension along the bottom and in fact we can even figure out how much now because let's make sure we've got them right what's the maximum moment for a beam with this kind of simple load right down the center it's actually 4 times the distance to that it's going to have a maximum moment right in the center as you'd expect if you were standing on a board like this you'd expect it to break in the middle right where you're standing so it's 4 times half the distance which is 10 kilonewton meters what's C what's C remember our convention is that's the maximum distance of beam material in the cross section away from where the neutral axis so C is that distance because that's the greater distance away from the neutral axis so there's greater stress at the top of this beam than there is at the bottom let's see what is that we've got 15 we've got 165 minus 45 so that's 120 120 millimeters as usual we've got to watch the units and then I didn't figure out the moment of inertia, did we? we got too excited here we didn't figure out the moment of inertia we're going to want to do that we've got the neutral axis but then we didn't figure out the moment of inertia with respect to that neutral axis and so right there, calculate i it didn't even read it okay it's pretty easy to do that in the same way using the same kind of table that we used before we found solid it's the sum of the moments of inertia with respect to the neutral axis so we've got make a table again it's pretty easy to do that the thing is now we're going to have to use the parallel axis theorem because none of these pieces so we'll have to figure out their individual moments of inertia then we'll need to find a di for the parallel axis theorem which you probably remember as the centroidal moment of inertia times plus 80 squared which is the parallel axis theorem being applied so we just have two rectangular solids we figure out their own centroidal moments of inertia that's the values right out of the book just using the calculations there so you can double check these 2,812,500 millimeters to the fourth very big number just because we're using millimeters remember that's right out of the book just using for these rectangular shapes 112 BH cubed this one's 33 750 now we don't need that summed up we need to sum up the moments of inertia with respect to the neutral axis so that's the only way down to there that we're working the areas we already had those on the other table but we do need to figure out what d is d is the location of the centroid for the individual piece with respect to the neutral axis so this one it's that distance nice rectangular piece has its centroid right at the center but we're trying to figure out the parallel axis there in the distance we are from that center remember we're up 45 here which puts us 30 in we need to go to 75 so that's 45 sound right? and so now I can do i plus ad squared to get the moment of inertia of that upper piece with respect to that neutral axis that we placed comes out to be 585 5 million 580,000 and this is millimeters cubed this is millimeters to the fourth oh yeah it is yeah this is this one's the fourth this was right that should be the fourth millimeters to the fourth and you can double check these numbers when you get home the location of the centroid of the second piece with respect to the neutral axis is here the centroid of the second piece is right in the middle of it that distance is d2 so we're 45 up and we come back 7.5 so that's that 37.5 don't round off too much on these we can't at the end but not done too much as you go through these so this is 2 million 531,250 and that's what we add up to get the moment of inertia of the entire piece 8,415 8 million 415,000 millimeters to the fourth and that's what we put under here the units work out in general you're going to have to watch meters and millimeters but the units work out in general two length on the top four on the bottom so we lose two of those we're going to get kilometers per meter squared when we fix it which is kill past out so it's going to be alright and so now once you watch the whole piece comes out to be 71.3 mega pascals in compression and the the bottom I think comes out to be and what is that oh that's just compression two points we don't need which if this is wood explain why they use this cross section of the beam wood is very good in compression so you don't necessarily need very much wood at the top it's not very good at tension so you're going to need a lot more material down there for the wood to resist the tension at the bottom number which I don't have to have but now we can draw in cross section our distribution of the stress we know the neutral axis to be at 45 millimeters up from the bottom just have to be where we picked our reference and the top is in compression the bottom in tension and we know the maximum stress to be 71.3 mega Pascal's compression at the top Travis you're frowning for some reason my answer is double what? double this let's make sure we got the right numbers in 10 was the that was the moment I had a 5 written down there why do I have 5? it's not going to be perfectly an actor of 2 so there's something else wrong you have 5 that's not much oh ok it is yeah it is 5 because that's the if we drew the shear moment diagram we get a shear up of 2 only half of that 2 so there's the shear and then the moment is 2 times 5 only goes up to 10 so that's why we got the half that this was wrong this should be 5 doing things on the fly and then what the addition was wrong by a lot or a little bit? well I think when you wrote the first 5 you said 5, 8, 5 I don't know 5 oh yeah this is 8, 5 sorry that better? sorry about that alright make yourself nice diagrams that are real clear don't make them too small they get crowded do these tables you don't have to I just find it's an awful lot easier to do the tables to keep all these things straight so that I get all the pieces especially since I kind of used a couple things from the first table I didn't want to redo them you get really big numbers when you do it in millimeters so you might want to go to meters before but then that makes some of the other numbers a bit smaller so personal preference just as long as you watch your units and you are consistent with them okay so I think that takes us into spring break


Guys, welcome back to my YouTube channel. This is Daniel Rosa here. I'm going to be doing some fun microphone testing today using my Audio Technica AT2020 microphone.  And then I'm going to be adding in the foamy, the pop filter. The purpose of this, it's really for my own reference. I've done this kind of testing before. But I wanted to do one video where I put all the different things I have in, including the, I'm struggling to pronounce this name, AccuExtro Desktop Isolation Shield, which is this big thing. So I got that in the post a couple of weeks ago, set it up. And it's a little tabletop isolation shield for those of us like me who work, do video stuff from rental apartments so we can't really do proper sound treating on a rented space. So that is a solution for that. So I'm going to firstly jump over to my screen and show you guys what's in store. I'm going to be adding timestamps to this video. So if anyone stumbles upon it on YouTube and just wants to jump to the actual, you know, the tests themselves by all means do so. So I'm going to repeat four tests two times, starting off with the acoustically untreated room, which is what I'm currently speaking in. Microphone raw, no foamy, no pop filter. We're going to call the sample one. Then I'm going to microphone with foamy, which is actually what I'm currently using and what I do for the majority of my YouTube videos.  So that's going to be microphone with pop filter. I'm going through all the permutations here. I should just change that too, but no foamy. Finally, for sample four, we're going to be doing the microphone with the foamy and the pop filter. I'm going to do a little bit of a talyx here so it's clear the emphasis. Then I'm going to be using, I'll just hold it up again. This yoke, the AccuExtro Desktop Isolation Shield. And I'm going to be repeating the same four samples. And the idea is hopefully that we're going to be getting less reverb. Firstly, starting off as microphone raw, no foamy, microphone with foamy only. This is going to be sample five, sample six. And again, we're going to put these all as timestamps in the video, microphone with pop filter only. That's going to be sample seven. And finally, we're going to do the microphone with the foamy and the pop filter, which is going to be our sample number eight. Just finally to say regarding the post processing, I am going to be normalizing this audio down to minus 23 LUFS in post. But other than that, I'm not going to be doing any post processing in terms of compressors, expanders, limiters. The whole shebang, it's going to be coming out of just as it is. Now I'm going to be reading from a tale of two cities. I just grabbed a random open source book. This is kind of my go-to text for sound testing. So let's get started. And firstly, I am thankfully speaking into the right part of the microphone. As I posted recently, there is a front and a back to the AT2020 in its side address. So I'm just verifying that I'm speaking into the front. And I'm speaking for, I'm going to keep about four finger widths out of the microphone for all of these samples. So this is going to be sample one microphone. Sorry, microphone raw, no foamy, no pop filter. So I'm going to go ahead now and take off. Take off the foamy. Foamy has been removed. This foamy came from Amazon along with the shock mount. So it's supposed to be, you know, the right one for this microphone. So let's go ahead. And I guess I'm just going to do the first paragraph for all of these tests. I'm not going to do the second one. It was the best of times. It was the worst of times. It was the age of inclusion. It was the epoch of belief. It was the epoch of incredulity. It was a season of light. It was the season of darkness. It was a spring of hope. It was a winter of despair. And we had everything before us. We had nothing before us. We were all going direct to heaven. We were all going direct the other way. In short, the period was so far like the present period that some of its noisiest authorities insisted on its being received for good or for evil in the superlative degree of comparison only. So I can even see as I'm recording this, it's actually quite interesting how much higher the levels are peaking just by taking off the foamy. So now we're going to go for sample two, which is going to be the microphone with the foamy only and no pop filter. So foamy coming back on and I can see those levels looking healthier. It was the best of times. It was the worst of times. It was the age of wisdom. It was the age of foolishness. It was the epoch of belief. It was the epoch of incredulity. It was the season of light. It was the season of darkness. It was the spring of hope. It was the winter of despair. We had everything before us. We had nothing before us. We were all going direct to heaven and we were all going direct the other way. In short, the period was so far like the present period that some of its noisiest authorities insisted on its being received for good or for evil in the superlative degree of comparison only. Okay, that was our number two sample. So now we're going to do the microphone with the pop filter, but no foamy. Now we're going to be kind of lazy about this.  So microphone with pop filter, but no foamy, interesting. So let's go and try this. Jumping over to my text, taking off my foamy. Foamy is gone.  Here we go. It was the best of times. It was the worst of times. It was the age of wisdom. It was the age of foolishness. It was the epoch of belief. It was the epoch of incredulity. It was the season of light. It was the season of darkness. It was the spring of hope. It was the winter of despair. We had everything before us. We had nothing before us. We were all going direct to heaven. We were all going direct the other way. In short, the period was so far like the present period that some of its noisiest authorities insisted on its being received for good or for evil in the superlative degree of comparison only. Okay, I'm already getting tired of reading this. Now just, I think I'm pronouncing, I'm not sure how to pronounce that word, incredulity? Incredulity? I'm saying incredulity. So I'm gonna at least have the same mispronouncing in all the samples. Now we're gonna move on to sample four, which is going to be the microphone with the foamy and the pop filter. In other words, all the common plosive protection measures that we throw at this. So foamy's going on. And I'm gonna be freestyling out with the pop filter again. Okay, here we go. It was the best of times. It was the worst of times. It was the age of wisdom. It was the age of foolishness. It was the epoch of belief. It was the epoch of incredulity. It was the season of light. It was the season of darkness. It was the spring of hope. It was the winter of despair. We had everything before us. We had nothing before us. We were all going direct to heaven. We were all going direct the other way. In short, the period was so far like the present period that some of its noisiest authorities insisted on its being received for good or for evil in the superlative degree of comparison only. So it's gonna be interesting. We have obviously in superlative a strong plosive P sound because superlative, the emphasis comes in there on the P. I'm just looking at this text. We have a few more plosives and sibilants. And I think they should provide a pretty good test. So this wraps up the open room test. And now I'm going to repeat the same four tests using the desktop isolation field from AccuExtro. So let us jump over to that. Okay, so I've now put my desktop isolation shield assembled. I'm gonna actually put my chair down so I'm just kind of still remaining in side address mode here, I'm a little bit hunched over, but it's all good. So this does come with a pop filter of its own. So I've actually put that down for the first test, which of course, and I'm just making sure again that I have the microphone speaking into the front of the microphone and not the back because I was making that mistake for a while in some videos. So this is our second group of tests here. We're gonna be doing using the AccuExtro desktop isolation shield. It should be about as good or bad as any other isolation shield. In other words, if they do really make a difference, it should come through here. Number one, microphone raw, no foamy, no pop filter. This is gonna be sample number five and then we're gonna do the next three tests. Let's go taking off the foamy firstly. Foamy has been removed. It was the best of times. It was the worst of times. It was the age of wisdom. It was the age of foolishness. It was the epoch of belief. It was the epoch of incredulity. It was the season of light. It was the season of darkness. It was the spring of hope. It was the winter of despair. We had everything before us. We had nothing before us. We were all going direct to heaven. We were all going direct the other way. In short, the period was so far like the present period that some of its noisiest authorities insisted on its being received for good or for evil in the superlative degree of comparison only. Okay. And now we are microphone with foamy only in the desktop isolation shield. So Mr. Foamy is back on. And let's go through this again. It was the best of times. It was the worst of times. It was the age of wisdom. It was the age of foolishness. It was the epoch of belief. It was the epoch of incredulity. It was the season of light. It was the season of darkness. It was the spring of hope. It was the winter of despair. We had everything before us. We had nothing before us. We were all going direct to heaven. We were all going direct the other way. In short, the period was so far like the present period that some of its noisiest authorities insisted on its being received for good or for evil in the superlative degree of comparison only. Okay. Just checking my recording's still running so I really don't wanna read this another four times. We are still recording, which is great. I'm gonna put that over on this screen. Okay, finally, sample number seven is gonna be the pop filter only.  It was the best of times. It was the worst of times. It was the age of wisdom. It was the age of foolishness. It was the epoch of belief. It was the epoch of incredulity. It was the season of light. It was the season of darkness. It was the spring of hope. It was the winter of despair. We had everything before us. We had nothing before us. We were all going direct to heaven. We were all going direct the other way. In short, the period was so far like the present period that some of its noisiest authorities insisted on it being received for good or for evil in the superlative degree of comparison only. All right, now we're onto our final sample, which is gonna be the microphone with the foamy and the pop filter. You know what? I might do one with two pop filters. Let's be a little bit wild today. We'll call that random sample number five here. It's gonna be microphone, microphone, microphone plus foamy plus two pop filters. I've never heard of anyone using two pop filters. I'm not sure it's a thing, but while we're having so much fun, let's try that anyway. Okay, let's go. Microphone with foamy and pop filter. This is gonna be sample number eight. It was the best of times. It was the worst of times. It was the age of wisdom. It was the age of foolishness. It was the epoch of belief. It was the epoch of incredulity. It was the season of light. It was the season of darkness. It was the spring of hope. It was the winter of despair. We had everything before us. We had nothing before us. We were all going direct to heaven. We were all going direct the other way. In short, the period was so far like the present period that some of its noisiest authorities insisted on it being received for good or for evil in the superlative degree of comparison only. All right, and I'm just gonna quickly now hold up my second pop filter in front of my first pop filter. And we're gonna just test foamy, two pop filters and the isolation booth. Let's go. It was the best of times. It was the worst of times. It was the age of wisdom. It was the age of foolishness. It was the epoch of belief. It was the epoch of incredulity. It was the season of light. It was the season of darkness. It was the spring of hope. It was the winter of despair. We had everything before us. We had nothing before us. We were all going direct to heaven. We were all going direct the other way. In short, the period was so far like the present period that some of its noisiest authorities insisted on it being received for good or for evil in the superlative degree of comparison only. So that was our testing there and hope that if you're thinking about using a pop filter or buying an isolation booth, that was potentially useful just so you can hear the differences in sound. If you do wanna get more videos from me, do feel free to of course subscribe to this YouTube channel and thank you for watching.


Can he get him? Stoke-Nil-Volmaphil as they look for Jack Stacey down the right-hand side. Stacey looking for the early cross, pulls it in behind. Billing, who smashes Stolz's goal! And past the post on the fast-advancing field, Billing, on the edge of the six-yard box. Solanki was just behind him. I think the ball was behind Solanki, but as Billing claims, he might have got a nudge in the back. It was off target from the day. Hall is back to Chester in the stoke half of the field, but given away again by Stoke. And now it's a chance for Ryan Christie, right corner of the penalty here for the Cherries here. On to his left foot. Spill by the goalkeeper. And turned in by Dom Christie's shot. Couldn't be held by the Welshman Adam Davis. And Dom Solanki poaches the goal. His eighth league goal of the season. And the Cherries have at last lit up the Bet 365 stadium by taking the lead on 51 minutes. Yeah, great anticipation by Dominic. But you have to say, Ryan Christie was the instigator. One touch, two touches to the side, fires it hard and low, bounces just before the keeper. Always difficult off his chest. And Dom's there for a tap in. Red and white, which prostrates to the home fans. Timon picks it up, swung across the six-round box. Everybody left it. It's gone back out to the right-hand side. Smith again into the box. It comes. Off the left tack across the face of goal. Absolute chaos in there. The volleyed effort, Goldwoods came back off the left-hand post. Cluchas was hurt at the back stick as he tried to turn it in. And it's Ryan Christie. Right side of the penalty area. The ball goes out of the box here for Jordan Zamora. Takes a touch. Took too long. It looked like, but still going. Into the box, he goes down. Half-claims from the Cherries. No real strong appeals about a penalty there. The Stoke player got the ball and it goes out for a throw-in. Ooh, tell me what. Ooh, I tell you what. That looks like a penalty. Just having seen the replay. Zamora knocks it past him. That's a penalty. 90 minutes for the Cherries. He's been brought off in every start. He finds a lovely ball to Jordan Zamora and wraps it up. He's still looping up in the sky. Goldkeep was all at sea and manages to get it at the second attempt. Well, as Zamora laid it off for Dom Solanke in the penalty area, it would have wrapped it up, but it came back off the frame of the goal. Oh, DME, so unfortunate. It was a great move as well.


Hello, and welcome back to the craft box. My name is Brinton today. We are on episode 237 of the wizard 101 death walkthrough apparently we can't go into the ruble waste now we can thank you We're hitting into the ruble wastes today last time if you haven't checked it out already We were in the catwalk canyons.  We defeated melange Once again and to an even greater extent than before the dunes stretch out endlessly Baking beneath the desert sun to the west you can make out a swirling cloud of sand Pouring through a mass of suspended rock to the desert floor the chrono verge Okay So yes, let us quickly head over to the chrono verge or the portal I don't know where we're going but whatever So this is the ruble waste. This is oh look master There it is the binny jezzer at sister said the portal would be flashy and it sure is That's how we get to the chrono verge So yeah, this is yeah, at least a stamp over the tower of babble on the occult mountain will be here. I think We'll be going through these areas Soon I think in the next Probably next episode But today let us head through to the chrono verge Hello Load load load, please. Thank you You step out of the portal to find yourself on a ledge protruding from the suspended stone you saw from the wastes Overhead the sands of time Slowly swirl downward to be funneled through the chrono verge and on to the desert floor Inside you should be able to find the chrono master and deliver the request from house tabby Okay See this is quite a cool place I believe That this is kind of leads into the last area the last dungeon Through that door I think But yeah, that won't be for a while we won't be there for a while Welcome it is not often we get visitors here Wait, you must be the wizard Tyrell mentioned the one who dueled Xerxes in his own tomb That was a disappointing business Tyrell not only betrayed his vows, but also put the fate of all mirage in jeopardy But I sense that's not the cause of your visits not specifically Why then a message from house tabby a request to read their chrono shard Yes, the chronomancers are sworn to serve the house cats and such matters But as you might imagine the timing couldn't be worse I would send chronomancer Tyrell, but he's still performing penance for the violation of his vows No, I will simply have to come myself. I have very little time to spare however So let's get this over with quickly. I will depart right away and meet you back at tabby manor Okay, um, I'll be back when I'm at tabby manor because I did not leave a mark stupidly enough So I'll be back in just a sec Okay, I am back we just made it over to You're back over again to the canyons for the waste which we were at just before And we will hit on in to the house of tabby or tabby. I don't really know what they want to be called I'm gonna say tabby because that's type of cat So yes Load load load. Thank you very much talk to Paul Hello Perfect timing wizard. I would have been uncomfortable proceeding without you present the chrono master is about to reveal his findings Before we do this, let me say though. It may not please the Reverend mother I promise to abide by the chrono masters ruling in this matter Paula tradies Do not be so hasty to renounce your claim The binny Jeserit will ordain no one else Pardon me for interrupting, but this is unnecessary Politics only hinders progress. I've studied the chrono shard and my finding is clear Per the house history a tradies claim is stronger. He is the proper Lord now before I go I must say I have concerns about the chrono shard And I expect you would take it to the chrono verge for safekeeping. No, it belongs here for now Don't worry. I will look after it very well Then I'll take your word for it Murdak, and I'd ask you all to excuse me I have pressing matters to attend to at the chrono verge.  I will not step aside I am the Lord of house tabby as such. I'll be in the Lord's retreat The count has transgressed for this he must be brought to heel and then exiled Oh, but come now. No need to be cruel Uh-huh wizard go convince the Countess surrender. He can remain in the manor as a house retainer Okay We're gonna have to fight him aren't we? Probably I'll be skipping this boss battle because I'd prefer to show some of the cheating bosses that are coming up soon See I'll probably skip this boss battle Just because I don't want the episode being way too long like some of them have been recently I Knew it would eventually come to this I might have helped you, you know a tradies will only do so if it suits the bini jazer it I Realize it would be impossible for me to remain Lord at this point But I will not compromise let us delay the inevitable no further Okay, then So I'll be back once I've defeated this dude. Okay. I am back. We are killing now Hopefully we should be yep. We are cool That wasn't too hard So yeah, not too difficult. He doesn't have much health. He's got Stay your hand wizard I give mark my words though You've handed the lordship of house tabby to a puppet for the bini jazer it I know not by what magic they control the tradies, but he is oblivious Watch when we return the Reverend mother will decide my fate. You'll see okay, um Let us go talk to Murdoch Murdoch, I don't really know what his name is, but that's fine And we will see what we have to do next Bup-bup-bup-bup-bup-bup hello It is disappointing Unfortunate even that you felt compelled to fight this to the finish count crow. It could have ended peacefully Despite your stubbornness your loyalty to house tabby is doubtless I think Clemency is an order allowing you to remain a house retainer But this decision belongs to our new Lord doesn't it Paula tradies? I believe exile is the proper punishment Don't you? Yes, Reverend mother Exile is the proper punishment count crow. You are hereby banished from the agouti rift You may never return if this is the way things are going to be then I welcome such punishment Goodbye to you all you will not see me again with that ugly business behind us I can say that everything has concluded just as it should I must return to the monastery good day That was strange such great sympathy. I felt for the count, but act on it. I could not I think I should rest Yes, I'll see you all later Well, I hate to say it, but the count was right the Reverend mother can clearly control Paul when she wants Master we have to do something. Yes, that did seem strange and The biddy gentlemen to employ such magics you should go and discuss this with the Reverend mother. Yes Yes discuss definitely that is what we will do Okay, let's head over Now I'm something spooky is going on and I told you I didn't really trust these guys And it looks like I was right not to trust them So What are we doing we are going over here to this place, okay, haven't been in here for a while I Like our last time we went in the store and now we're going in the store because it makes so much Difference which store we go in because I think it was just a big open area, but you know what whatever Whatever, whatever floats your boat Kings are The Reverend mother forewarned us that you might seek entry into the monastery without invitation your transgression must be punished Blue robes I almost feel sorry for them Okay, I am back. Sorry about that. I missed that first week dialogue. You can read it now Wasn't too difficult Yeah, and you really think they're all sisters that would be one big litter, hmm either way We're here for the mother lead the way master Okay, let us head on to the next room What's this oh gosh an elite person your assistance in securing the lordship for a tradies was much Appreciated wizard, but we need your help no longer and you are not welcome The Reverend mother sent me to formally inform you of this fact and forcibly remove you from the premises You will not get by me.  I think she was afraid of her to be honest I am too master. You can go first Um this way, okay, so now she cheats which is not cool Don't I like she does it seems sisterly rule and failed in her duties She will have to atone for that. There will be no atonement for your transgressions However, I was worried you might catch on to the enchantment placed on Paul The binny jezzerat are destined to govern house tabby and this is our way That was my door slow me shut Unfortunately for you it must remain a secret for now, which means you know too much come wizard I will try to make this quick and painless Sure thing Okay, we need to change up a things things good good England Lee We need to change up a couple of things. I did put in the proper spirit blades. I don't know why I put in the other ones Who knows we also need to put an indemnity for the black thanks because she removes them So yeah, let's go so her cheats are If she if you are late she'll place an indemnity spirit armor on herself, which I'm absorbs 500 damage We always seem to get winged first every single battle. I've done. We always get winged first I don't know why Every third round she will she cast beguile on a random wizard so me because there's only one of me Which is good because it means she can't hurt me. She has a chance of healing me. That's pretty lit So it kind of gives me a free range is to blade up really cool If a wizard places a faint on her she will swap the traps Indemnity can be used to reply to prevent this casting a faint on the round that she will be guile doesn't actually do that So yeah, that's cool to know. Did we do that? I think we did. No, we didn't okay good Whoo, I'll get in a bit worried there for a second that I did two of the same blade I should really start checking before I enchant things because I just go into this willy-nilly enchant area and bad things can happen So next round she will beguile which is great Because it means neither of them can attack me which is fantastic Unfortunately she can cast legend shield which is a death shield. So that's slightly annoying, but We can blade and gain pips as freely as we want now so yes Boop Hello nice, so that's a nice beaver guile. I think it's a It's just one round So I don't think she can hit us an extra round. She can have us this round, but on the next round and Likewise, we can hit her next round, but not We can't hit her the next round, but we could have hit her technically this round So now she goes first because okay that makes sense So she's doing this she's doing this so yeah that legend she'll be really annoying I Don't think we can do this can we know So we are going to do another blade from here. Hopefully we get a blade. Of course. We don't get a blade Hopefully we can get a blade Thank you It's like a wonderful as a 50-50 chance, so Should be oh she did on me nice. That's really good I was actually hoping she would do that because that's in the shield as well. So that's pretty lit Also means that we don't worry about that so yeah pretty good I think we can hit her now. So if we go for a Kind of keen just to go feign into a winged, but also Don't want to do that at the same time What should I suppose this you know she knows wings of fate and that's it. She doesn't even know catapult or what? Usually you would expect them to know catapult but not apparently not Just wings of fate which is what she's doing now. That's a heal, but it doesn't do too much and It's as long as she doesn't create what she didn't which is good. It doesn't do too much. It's not Annoying annoying.  Yeah, it's nothing. That's nothing. She has what a hundred percent outgoing boost as well So that's a bit cheeky That's some cheekiness there See look at that fantastic just removing that miss shield. Good job. Thank you for putting that on me I'm much appreciative of it. I Much like it. Yes Okay, and Here do we go, can we get a Lulu that'll be great? No, but of course not We can never get a Lulu. Do we enchant that? No, but we can do this I really want a wing too, but also at the same time. I kind of don't because it's just a waste of blades I feel Oh, we're okay. I forgot that this is the girl around as well Three rounds is real quick Really really quick, but I mean they can't hit me for a bit. So that's fine That's fine. I think it doesn't use pips as well. It must use her pips It must Because she's got Not many pips, but maybe I don't know. I had enough. Oh, hello Okay, I kind of want to just winged her really quick But also I can't know anyway. Oh, we got Lulu. Oh, she's dead. She is totally dead a Dry add can that please be on me? That'd be so good if she can dry add me full my life will be complete Honestly, if she dry adds me no, it's on her. That's unfortunate, but if it was on me, oh my gosh, I Would have been like, yeah Hello, nice we heal for me, but nope apparently not Pritt, hello That didn't mass what the heck Okay, that's her heel gone Boop a nice wee blade. We know what she was gonna do and here comes my pass into a Lulu. Here we go Lulu Lulu No, we got two of them. Nice boop This should hopefully this should definitely kill the boss minion maybe not We have a 15% boost. So that's always good But yeah, we will see We will see can we kill the minion? No, correct. That's unfortunate But we got a couple blades like four of them which give this gonna do mess on the boss She's so toast Yep, 23. Yep. She's dead so dead. She doesn't have much health bosses have like no health.  You've made your point I will relinquish my control over Paula tradies. This will remove the enchantment that bound him We must simply trust that henceforth good breeding will ensure a tradies makes wise decisions There it is done return to the manner and you will find he is now free of my influence I just hope we never come to regret this Well, it seems pretty bad if you've got like a king and then you're actually the one controlling him You know, I don't I don't think that's really like a good idea I don't think it's too loyal to your people if you have like this person But actually you're in charge of making all the decisions that doesn't make sense Liam. Hey, I haven't seen you in forever I'm am I how I thought he was level 116. How is he level 115? He went down a level Kings. I'll fix your game This is no April fool's joke 115 yeah, I thought he was 116 and I'm higher level. Oh Yeah, we need to get my spell. I completely forgot that Gosh, I need to do that after this episode that is something that I have to do. I don't actually know if I'm going here I am just assuming we do Please Yes, okay good Sometimes I just walk and don't actually know where I'm meant to be going and just to end up at the place There you are. I was worried you'd left. I feel better now I think this is the dawn of a new day and perhaps even a new era for House Tabby Wizard house Tabby owes you a debt we can scarcely repay and you have certainly earned our commitment to join the alliance against a Zaxiz Indeed this Agrabah alliance seems a very wise move. Ishtar convinced me of that She deserves acknowledgement too such a smart young Jimmy Why thank you Murdak that is a very sweet of you to say Agrabah Alliance I like the sound of that speaking of the alliance master. You and I have more allies to visit House Calyx Co Is next I'll go ahead to the ruble wastes. See you there house Calyx Co Can't say I in be you paying a visit there of all the house cats the Calyx Co Well, you'll see good luck wizard. Oh gosh, what are we getting into now? Yeah, I live a lot 119 Haha, I definitely need to go and get my new spell I Will be back once I am in the ruble wastes. Okay. I am back. We Just hitting down into the Calyx Co kill the law Calyx Co manna Ishtar high high fan. How are you? So I have good news and bad news good news is no fight for the lordship of house Calyx Co Bad news is the Baron is a little paranoid No, gosh Baron hair Conan. That's his name. He thinks everyone is out to get him and he won't let anyone inside the manner The Calyx Co house genie Nash Kurgle says the Baron will only respect a show of strength So we're going to have to be tough with him I can teleport back inside But you'll have to rough up the Calyx Co guards until one of them coughs up the manner key Get the key come inside and hopefully by then I'll have found a way to get us an official audience with hair Conan. Good luck, master Okay, so these guys are balanced, which is really nice I'll be back once I've defeated a whole bunch of these guys and collected a singular key because that seems how defeating collect quests go these days Okay, I am back. We got it actually first try which is fantastic didn't actually expect to do that, but we are here and loading Think you're a Guest how rare these days come closer and explain your reason for being here Sure thing my dude hi Indeed so you're here to seek an audience with Baron hair Conan. How interesting as His physician. I must warn you that the Baron is a very sick man. One of the effects of his illness is that he's very Confused some say he can be quite cruel and it's true a tendency to resort to violence is one of his symptoms But we are working on that If you seek an audience, however, you're in luck. I've just left him in his audience chamber go on in Talk softly and no sudden movements Okay, um, let's head on in sounds completely legit with the sigil makes perfect sense, you know So much sense Did really nothing more I can say we're obviously gonna be fighting him Duh of the only obvious way to do this which is unfortunate But has to be done sadly We are quickly just gonna switch to the boss deck Just because My lord, I must urge you to reconsider think it would be wise to at least talk to him I Thought that said advent advisor fancy fries.  She's fancy fries.  I pay you to protect me Um, I believe this is the negotiator here now An advisor is not Whatever If you had just been patient I was trying to reason with him, but now orders have been issued and they must be followed Gods you may have defeated us, but the Baron has safeguards to prevent you from ever getting into his retreat You might as well leave the manner Okay, I will I've defeated you fancy fries. That's all I wanted to do.  Her name is actually francy, but it's fancy fancy fries Okay, hello there you are. I guess I forgot to tell you to Turn right when you got into the manner Silly me. Anyways, come this way and meet the Baroness Why do I not trust this? Why do I not trust this I don't know. I'm just don't trust this, you know, I Don't it's as simple as that. I don't trust this. Oh dear. You met my husband. Didn't you? He treated you horribly, didn't he? Oh, I am so sorry. He is sick. It's true, but it's no excuse No, it doesn't you're right. It doesn't even trust his own kittens when they reach the age of adulthood He sends them into exile. I don't have the strength to stop him One of our daughters Teddy She had the strength, but he had her thrown into a snake-ish prison in Istanbul I am too sad to talk anymore Thank the sands if I have to listen to more weeping I'll vomit I don't know which is worse the Baron's madness or the Baroness's sorrow Greeny-junie. Oh my gosh. Hello. Teddy is truly the only hope for House Caliqsco And your alliance freeing her though would be impossible and let Let's talk outside. Okay. Let's go outside.  Hello, that's such a If I was a genie, I would definitely be greeny-junie The Baroness knows the Baron must be overthrown But she's squeamish best not to talk in there now about Istanbul centuries ago after the reign of the Persians and overlord Xerxes the Serpentine Empire rose to power and ruled Mirage with an iron fang. Oh, and it's a good thing They were defeated. I can't stand snakes. Did I tell you that already? I would never serve a serpent master How very Interesting anyway after they were defeated the serpentines fled into the underground city of Istanbul and hid the entrance To rescue Teddy you first need to find that entrance a band of mongoose has taken refuge in a cavern across the basin They may know how the mongoose are wary of outsiders But they are mortal enemies of the serpentine so they might help best of luck to you Okay, so I will be back once she this seems way too close We're just gonna exit and we're gonna wait there And see if there's dialogue because there's gonna be dialogue sometime soon And I don't want to miss that but I also want to eat lunch and like oh so much so much so much 443 okay, we're gonna I assume it's just over here. Okay That must be the mongoose refuge over there You should know master some say the mongoose were the greatest warriors in the history of Mirage The serpentines had subjugated everyone even the noble houses total scaredy-cats But the mongoose were immune to the serpentine's venom So the mongoose marched across Mirage slicing the serpentines into ribbons after that They set up the Moto man empire or something like that The Moto man empire oh my gosh these references to actual history history stuff is confusing You know what matters is they can help us I guess so off we go. All right master. I'll follow you Who dares enter the refuge of the mongo warriors? Of course, it's an outsider from another world. Otherwise, you would know better Mm-hmm. I'm sorry to tell you however that your ignorance will not afford you a free pass Allowing trespassers would destroy our credibility No, I'm afraid that like so many who came before you must give me an opportunity to freshen up my combat skills unguard Okay, so he cheats um no blades no blades basically so Yeah, so since there's just one of them I'm using headless and winged as primary hits. So yeah, I'll be back in Just a bit once I am killing. Okay. Let's see how much this can do This is a winged with two feints and a blade We'll see This could possibly kill. I don't know Yep, it killed. Okay. Good job. Just as well. I recorded. I was a bit worried, but no Than a match for my blades, but I have a secret my brother Tiki. He is older and more skill We will await you in the next chamber and together. We will be your downfall Okay, um, so again, I think they just keep going and going and going Until there's no more I Think we're Tiki. I think it's the next guy. She said Yes, little brother. I see what you are saying. I welcome this challenge It is an excellent opportunity for me to teach you some new tactics Come at us wizard. We are always eager to test our skills Particularly against a foe we have never faced There we go great sans I Underestimated this combatant. I hope you learned something though Ricky. This is an excellent lesson Wizard you are formidable But you have still not do the primo warrior in our family with our older brother taffy We will defeat you yet. Okay, sure. Oh, yes. How delightful a new tasty morsel to slice up with my blades I would take you myself, but my brother's clearly need more practice You will find this battle considerably more complex than the last two approach and take a bite of taffy It's wizard you have earned the respect of the mongoose small thing now. What do you want with us? Do you want to break someone out of a snake-ish prison on Istanbul? Why didn't you say so you have come to the right place? Let's talk outside We got so much from that and a pet as well. Whoa Yeah, I still don't understand why he's Diego It's a bit strange, but you know, that's fine Let's hit outside and then I think we will end off the episode just because it's been forever literally forever So, yeah, we will do that Do-do-do-do-do-do load load load load load. Thank you. Yeah. Yeah. Yeah Let's get some health before anything too bad happens My brothers and I have discussed your delicious request and unanimously decided We would be delighted to help liberate someone from Istanbul As you have probably heard the entrance to Istanbul is cleverly hidden After the mongoose defeated them his serpentines hold up underground They hope never to be disturbed again But we have kept tabs on them all these centuries. The secret entrance is here in the rubble wastes So master much as I want to join you remember what I said about snakes Yeah, and it sounds like you have these guys to help you So how about I just head back to Kellexco Manor and wait there perfect Rescue Teddy bring her back and we'll deal with the Baron. See ya. It is better She goes as it is gin. We must fight to expose the entrance. Come follow us to the eastern wastes Okay, so next time we will be heading into Istanbul. I think we're doing Not all of it but half of it. I think next episode and then the half episode after so thank you for watching I'm to deliver like and subscribe and if you're very subscribed press the wee little bell Soon or exactly when I post another video or go live. I live stream on Here on YouTube every Tuesday and Thursday at 7 p.m. Central time So thank you for watching and remember craft outside the box


what's up y'all look how empty so sad so let me pull you guys up on my this so I can see what you're saying I'm trying to get those done before the phrases come over can y'all hear me okay another maybe an echo and like background noise hi Cheryl from Rhode Island Ron you're like the latest of ever I've ever seen you late Kelly I have to check with the post office I have a rough estimate but I need to check and make sure with them before I put your number on your shipping and they're not open on Sunday so it will be manana exactly Deborah please bear with me Kelly M I'll get that to you that promise where first thing in the morning I'll find out I have to take a few boxes up to actual post office to get a real quote because my home scale will only way up to that's not gonna work my home scale only way up to my shipping scale always up to 10 pounds and only like checks for like their boxes for some reason so hopefully I can get everything Sylvie you can for resin over resin Linda I believe in you what's up wandering art hey Sue happy birthday Tammy Tamara I'll have your packages exact shipping numbers tomorrow as well I'm gonna try to get this poor done before just crazy friends come over to try to help us move because I don't want to expose you guys to them any time you're ready Jill thank you for this to start hi y'all purple glitter gold sparkle Kelly the girls did not sell we just wanted to go ahead and get them down into the other studio so that they didn't get all dusty or damaged with other movers coming in that would be a very expensive lesson for a mover to learn with regard to our work it was headed not to risk it for the biscuit no biscuit risking so how was y'all's day you're having a great weekend so sweaty I just needed to share that with you I know it's probably gross but we're all family here right Judy we have started moving and it's taken every bit of the three days that we have a lot in for the move Jack I'm so excited for you Casey did um was it delivered today Joe fish I understand the trouble okay that's true that there's no shame in doing work has to be done Lisa is slowly but surely more slowly than surely I know our heated up stays like 110 something stupid oh yesterday I will go down and chat facing even almost picked up anything from the desk but I will check as soon as we get off of here that is true Terry happy Canada day to all y'all I agree true you've seen grand babies is always awesome also my mom keeps harping on me for granted he's also just mom I'm prosperity I'm going through checking all of the entries in the home correct I'm still going through them there was a lot more entries for the people and then I thought would be and so it's taking me a little bit longer especially with this move but I'll have them all narrow down tomorrow from a square I'm all I'm sure a little Casey thank you so much for thinking of us and sending us a present somebody just say how can you take time to pour tomorrow's gonna come and take how long out of your day and do what you're gonna do just do it just take some just she's doing it you're doing it just think about it we have to do it it's not a sure like you're making it sound like we want to be here this is the best part of our days we look forward to seeing you all what do we need to go bless you Jeff has been amazing at filling in all of the pinholes that we've put in the wall over the last few years hi Judy it's heavy so I had it popped up thank you Kelly I'm okay I should be able to you guys in her video today she said she loves how down to earth you are oh that makes me so happy I love watching her videos unfortunately the last few days we have missed shocker I'll have to send her an email isn't she the sweetest thing her accent is amazing I still call everything that like when she used to say things wrong like patello and gesso and Magnetta I still call those colors those colors are you okay hi Lisa send me pictures I want to see your new puppies thank you prosperity she still says yes oh that's funny for a little bit there she and changed it I thought to actually saying just though but oh I forgot to tell you guys I'm using Artisou snow white epoxy paste Artisou fantasy blue pigment powder I'm sorry Carol I hope your grandson feels better oh and I'm using Artisou black pigment powder I don't think I've used this a long time so I kind of forgotten about it but whilst cleaning today awesome so we're gonna use it also I'm using primary elements in my favorite gemstone it is hands and I so I hope that it is as pretty in resin as it is in this little jar this is just a tester jar from Judy she has all the primary elements and she let me try some out but I haven't gotten used to really try them yet so that will be right yeah I'm new what are you doing who says hi y'all soon Trace I'm sorry about that delay Joe bitch I should have everything set up by Wednesday at the latest in the new space I guess what I guess I'm glad you're here Leah Tuesday night is one of the most beautiful what is he barking at he doesn't like it Trudy thank you mom Trudy you may have gotten your resin too hot which spins it out and that'll make the colors together so also if you have a thicker resin that'll decrease the chances of that happening well that's awesome thank you for joining us Christine is actually in the room right now I'm creative outlet you can put flowers in epoxy I haven't done it yet but I've seen it done and it's very persnickety process but it looks really good once it's done thank you Janet Jessica I am super pumped to I'm sorry Terry I hope you guys are safe there I think you'd love those colors Terry I'm so glad you got the ones that you didn't pick out Tamara and his barge is vicious hi Jennifer from Australia looks up for it yeah you can do white flowers so tomorrow night will be in a new place sort of like a housewarming party BYOR yes it will be hi Dan I'm glad you're here blue skies moment of truth moment of truth y'all it's everything I hope it would be it's almost like a color shifting hi move what are you doing are you being gorgeous nail it I gotta come over here and show it off alright time to focus on you it looks slightly transparent but if I put a little bit more powder in there then I'll probably wrap that up yeah Carolina it's hard to keep bubbles from forming when you're doing any kind of casting and resin and the trick to that is using casting resin which is thinner and has an air release agent in it also you heat your resin slightly that helps to it'll thin it out which helps to release the air bubbles I think it's because I bartended first along that I can do more than one thing so this that I just showed you guys is tanzanite by primary elements I'm also using fantasy blue which is by artist and it's very much like a turquoise very opaque very metallic and shiny I'm also using artist's snow white epoxy paste and artist's black powder let's get this party started so forgive me if I miss some comments while I'm doing some things hi Jenny June thanks Trudy Jeff's I stole it because of moving I'm trace the color effects is really good stone code is sending me some resin to test that is artist grade not so much countertop but still has some heat protection in it and it's supposed to be fairly similar to art resin and I should have that package by tomorrow it should I hope be the initial core like the housewarming core of the new studio at least that's what oh I should Debbie good idea but it's all packed up that's awesome Casey I'll make sure all of you know even black diamonds really nice colors Trudy I'll probably do that. Pike I do this is how we pay our bills is from our YouTube channel and our artwork and the donors from the channel as well are you serious Ellen it is cooler and believes that it is here I haven't picked one yet because I've been moving all day but I promise I'll have one tomorrow donors giveaway as well time to put it together today I'm sure it's here Casey I'll check Trudy I have no idea who has time to do all that Debbie as I will I will be doing the donor giveaway for the month I just didn't have time to get to it today with the move and everything but I'll have that and the people in the winter tomorrow many trolls today I guess not I've had to today so far it must be overpopulation I know Trudy there were some really beautiful peacorn entries this fantasy blue yet and I'm pretty much digging it we need to show you guys this fantasy blue powder this is fantasy blue by artists do it's a powder and it's pretty magical bye Carol absolutely no Linda almost there it's so weird this time tonight when it's like thin it looks blue but when it's thicker it looks perfect I haven't noted which which ones didn't go out scoops and scoops the resin I always think that I actually didn't like the resin instead of just blowing it because it like pushes it so evenly good what huh they're down with the thing and Denise's phone is dead so I gotta go there yeah I can let 15 people walk up there okay tilt for motion y'all this is so metallic leave it this way that is not a bad idea at all I have to do that I don't have my notebook here but please send me an email so I can add that Tamar I'm sure they're still beautiful I'm glad to hear Shelly hi Libby have fun ankle court see a ghost in like a difficult challenge for a lot of people what's that man oh video pros sorry sorry about the trolls y'all but that turned out interesting while I've been gone need a better light one second very simple little piece I think I might just leave this one that didn't help anything it took about a year to figure it out I'm just gonna leave this one you told them see you Greg oh Greg I need to talk to you about a large geode wooden cradle board porkable or so I think I'm gonna make some jewels because why not who does apparently being super protective of the house right now I don't think he is down for the move quite yet how are you feeling I want to go let some people onto our room as they want to grow I think this next one's gonna be like super large like 24 48 or something like that something ridiculous because I tend to be ridiculous and also why not security is here who Joe I'm so close when the Gary will be there soon I'll wear that's not a bad idea that's right oh it's in there sorry Kenny I haven't I think one I think right before the cruise but let me check and see thanks be when we're all it's tanzanite tanzanite is the freest color remains clear I forgot you guys I poor the brakes aren't on so do you know any of these so last time y'all I poured clear in this one and then I dumped a dirty pour into it and look it looks like Lucy the closest hotel is the Nilo the army the Lorenzo those are the closest one and there's a hand fan down living there not yet in the new place how fun is that that looks like a heart on the camera like a real life keeps people we are not in a new place yet I'm good to go home next week for this is true any it is like inner gut we do have coaster mold it does look like a breeding bleeding burning blow the dark will be cool Robin we've done long ago and I will do another one because I don't think we have any here I think they've all sold Lucy I meant to do that last night and I got into packing and I completely we don't have the holes in doing it's all the letters that I've been picking up around the house I know large we've been in there for a while we will try that PJ what's up tonight's video kind of was quick because we've been packing and will continue to pack and it's gonna get loud with all this other moving stuff but we wanted to check in and do a floor for you guys see we love you guys little sporadic sporadic Janet we use a combination of the glow-in-the-dark and fluorescent hi Joe pitch to be I haven't chosen a winner yet I haven't narrowed it down to be perfectly honest with you guys I got wrapped up in moving today and just didn't get to it but it's priority for tomorrow I'll have the donor giveaway and the peak form challenge winner for you guys yeah these skins are gonna be pretty great because all those color shifting paints are in it thanks Trace the color and I'll get your everything out to you soon Casey I will go down and check on something the package to see if it was here I feel like it would be very dark or am I just that white so you like thank you guy and heart what one of you know because they had everybody yeah most everything moved out I need to break down my closet which is not gonna be easy this sale up again tomorrow I'll post a video before we take it down if you guys are interested in it I think we're gonna do like another 25% off prices posted on these again I haven't lost one yet and I'm pretty sure that the nail gods have been looking over my hands or something I don't know they've been blessed however they're grown out significantly and I need to take them off Debbie thank you so much but I have a goal that I will post every day for at least 365 even if it's just to show y'all how we're doing on the move and update on like what our new place looks like what this place looks like I'm still gonna post tomorrow silly boy moves crazy I'm pretty sure anyways you guys if you have any questions please send me an email at thornaartistlede.com I probably won't get to it today but tomorrow after my deadline of being out of this place I'll be answering all of them I did have a post addiction this is true packing stuff so bad and it's my pleasure Mara no worries PJ thank you Rusty right then he's got anything out of mood today she was amazing anyways I'll see all of you guys tomorrow and you just went out you're fine and yeah thanks for being so awesome y'all so I'm gonna say bye