Let's take attendance dates. I believe Amy Horst is caller number two. Nope, Amy Horst is online. Okay. Okay, and then we have a couple of guests. Would you identify yourself, Greg? Yeah, Greg Casper with the financial group. Okay, and who was the other one? There was somebody else. Date. Okay. Joe Grosh is on the line. Joe Grosh, thank you, Joe. Okay. Chair, just for the record, Mayor Van der Steen and city administrator Wolf are in the council chambers with us, and David Lin, who is online, is the applicant for the Historic Preservation Grant as well. Perfect, thank you. All right, pledge allegiance. Pledge allegiance to the flag of the United States of America and to the republic for which it stands, one name under God, indivisible with liberty and justice for all. Thank you so much. Are there any conflicts of interest with any items on this agenda? Hearing none, let us proceed. Prove the minutes of the September 23rd meeting. Chair will entertain a motion. Who moved? Second. Doxy moved. Who seconded? Harrison. Harrison seconded. Thank you. Any discussion? Hearing none, all those in favor say aye. Aye. Opposed? Aye. Chair votes aye. Motion carries. Okay, discussion and possible action on the Historic Preservation Cessade Grant for work at 1136 Indiana Avenue. You had materials in your packet. Daph, would you take it away? Sure, so as I mentioned before, David Lin is on the phone, and he is the owner of 1136 Indiana. We're working with him on some other funding programs that the city rolled out recently. And as we were talking, I mentioned to him about the facade renovation program. So he's looking at doing some enhancements to this building and the document that's attached, the IFC, there's a picture of the building so you know which one it is. But he's got a proposal from Jennifer Lurkey of Legacy Architecture to help put together research plans and drawings and research the building. So we have money in the budget for Historic Preservation and we're recommending approval. Further discussion, I've always admired this building, I have to tell you, every time I pass it, I think that's a good looking building. So thank you so much for thinking about preserving it. And thank you so much for the opportunity to do so. I really appreciate the chance, thank you. Perfect, okay. Chair, I'll entertain a motion. Second, move to approve. Let's do Harrison move to approve. Second by force. Okay, any further discussion? Madam Chair, one more. Do you have any favor to the ayes? Yep, chance. One more comment just so that the authority is aware this is a 75, 25 grants. So we pay 75% upfront and then if it moves into construction, we pay the remaining 25%. If it doesn't move into construction, the applicant is responsible for that 25%. Thank you so much for that. Okay, motion on the floor. All those in favor say aye. Aye. Aye. Aye. Opposed? Chucky. Opposed? Chucky. Chair, thank you so much. Good luck with those renovations. Thank you and thank you so much for the approval. Really appreciate it. Okay. We've got a discussion and possible action on a community land grant ground lease rider for the South Pier Family Investment Development on South Pier. Let's hear a little background from Chad first. Let's hear a little background from Attorney Adams who happens to be on the line and maybe understands us a little bit better than I do. Okay, Chuck, take it away. Yeah, I just got on so I haven't pulled up the document yet but in essence, we're being asked to sign on to, it really is a modification of the lease but it's designed to, it's not all that different in function from a lot of times we'll sign off when a bank gets funding through FHA or through other things and we'll sign off on these riders that basically gives the mortgage holders some rights under the lease. The difference with this one and in the comments that I had sent out to Chad's department on this, that this is a little more all inclusive there's more to it than sort of the typical one. And so there are a few areas where I had some concern but in general, what it does is it protects the rights of the mortgage holder under the lease should the entity to whom we are leasing end up having financial issues. I have a question. So does the modification in any way advocate our rights for the property that we are leasing or just the building on top? Oh, it applies to the ground lease. So yes, it does have an impact on our ground lease terms. It is in essence, a modification of the ground lease but specific only to providing additional rights to the mortgage holder. Could the mortgage holder own the property under the building? Yes. On what sort of an example of that? Can you give me an example? I was hoping to do this based on the actual document but I'm not, maybe it's underneath here. I'm pulling it out. But in essence, it has to do with what happens if the mortgage holder or if the organization that leases if it goes into default on its loan. Basically a couple of things happen. We have to provide notice if there are defaults by the lessy on our land lease. We have to provide that information to the mortgage holder in writing. We have to give them a certain amount of time to act on it. We give them basically some rights to take over the lease in favor of the lessy. And what's different about this particular writer is that there's just a few more of those kinds of terms. We give up more time, more things have to happen before we can sort of take action against the lessy that there be a default. In most of the things in here, are fairly standard. But yeah, if they were to not pay their mortgage, the mortgage holder has the ability to come in and take care of various types of default. So if in addition to paying their mortgage, for example, not paying their mortgage, they're not paying us our rent. We have to provide that information to the mortgage holder, the mortgage holder could then come in and take over the lease on behalf of the lessy. And then there are some specific terms as to what would apply to the mortgage holder if they would take over that are just somewhat different than the terms that we have with the lessy. So, Roberta, if I can ask a question. So Chuck, how is this complicated the fact that this is a condominium project? And is this coming from South Peer Invest? This agreement is between the Redevelopment Authority and South Peer Family Investments, who will be the... I guess my question is is there's a condo association that will ultimately be the lease or of the property. And is this coming through Toby Watson or is this an individual unit person that's purchasing that's requiring it? No, on its face, the rider is between they say the city but they should have had it be the Redevelopment Authority and so that's got to get changed and South Peer Family Investments. So it is not related to the potential new owners. Now, it may be, and I wish I had, before I've gotten this, I wish I'd had the opportunity to talk a little bit to Toby or the folks from there. It may be that what they're doing is they're just hiding over until that all happens. And the anticipation is that this is gonna be a fairly short-term situation, but it is actually related to South Peer Family Investments as an organization taking out a mortgage through Freddie Mac. So, Roberta, there was some communication, this came from somebody outside and there was some communication that happened on the email that I was CC'd on and Toby Watson, the developer was asking why this is necessary and does this really have to be in place to move forward. And I guess I'm wondering, I don't know if this thing is timely. I know they were trying to close on their financing a week or so ago, but I guess my recommendation might be to hold this thing and allow staff to go back and try to get some further answers. To do that, do you need a motion to hold? Yes, please. I would concur with that staff recommendation because I, for one, don't understand quite exactly what this entails. Carol, entertain a motion to hold. I'll move. This is Amy. Amy move. Dave Gaff, second, and I saw his hand up. Please. Thank you. Okay, thank you. Amy move. David seconded. All those in favor of holding this document, please say aye. Aye. Make sure you're unmuted when you say aye. Okay, any objection? Hearing none, motion carries. Thank you so much for that. Madam chair. It would be helpful if we had a couple of paragraphs in writing about what this is about for the next time. Thank you. Madam chair, if you could, Madam chair, if you could please take 3.4 since Greg is on the phone and then we can talk about 3.3 before we go into closed session. Perfect, okay, 3.4 discussion and possible action on the request for a business loan modification to the financial group. Chad, give us the background. So as I stated, Greg is joining us from the financial group on the phone and we had conversation and he submitted a letter. So you'll recall a few weeks ago, we talked about his loan and him not being able to meet the job requirement to create another full-time equivalent position given the pandemic times that we're in. So at the time we talked about him finding another lender and trying to maybe pay us off. I don't think that has worked out perfectly but he does have a recommendation that he's brought forward about paying off 25,000 which would be the equivalent of that one full-time equivalent job that he was supposed to create and then he would just continue to make payments on the remaining balance for the jobs that he has created. So given the times that we're in, staff was recommending approval of that. We think that that is a good compromise to the situation and it gets us off of the requirements of him creating another full-time position. David Soxie, move to approve. Is there a second? Second. Second by Harrison. Greg, thanks so much for working this through for us so that we can all move forward in these strange times. Okay. Anybody have any further thoughts, comments? Motion on the floor. All those in favor say aye. Opposed? Chair votes aye. Motion carries. Thank you Greg for being here and thanks for working this through for us. Thank you very much everyone. Appreciate your time. Have a good day. Thank you. Bye. Okay, back to 3.3 on the agenda review of South Pier live work guidelines. This came up, I asked Chad to put this on the agenda and this came through in your packet of information and we see it here on the screen. It's the live work supplemental guidelines and this actually came to redevelopment authority in 2011. And we looked at it and did some modifications to the original plan. Chad, you wanna talk about it? So I'm not, the whole plan has been provided to you. I'm not gonna spend time reading it to you but there's three pages that I just want to highlight for the authority and that would be page six. So let me get there. So this was the original master plan that was put together back in 2000 when this was originally put in place. And then as Roberta said, it was updated in 2011. So you can kind of see the layout and the full plan for the strategic plan, if you will, for the entire peninsula. If we look at the next page, page seven, this outlines the areas that are public places that were planned into the development. So when you look at these, these are all in place except for letter H, which is the purple area. That's just a regular street. It was never set up as a promenade but it's a street with public access. So when you look at the particularly letter E and letter F, the whole resort side of it is all public, letter E is the circle which is all public. And then you have these key connector points with these promenades along the waterfront that kind of connect the flow of the peninsula. So when we look at it, it describes in more detail where all those locations are and what their reasons for being set up. But there is public space that was planned into the original master plan for how this peninsula would function. And then on page 10, this talks about the permitted building types. So it talks about two types of shanties, what they called an enhanced shanty and a residential row shanty. So the stuff that was developed in phase one and phase two by Portscape, we would consider to be residential rows but you can see the orange highlighted areas for the additional kind of development with one of them being the location that we're talking about today. So that location in front of the Blue Harbor Resort was always planned to be in the master plan. Some type of housing, whether it was an enhanced shanty or residential row development and it lays out in the plan what that stuff, what it looks like. So the development, the design that you see in the first phase and second phase by Portscape really takes into the requirements that were put in place by this plan. So in a nutshell, that's it. I'd be happy to answer any questions that anybody might have, but this was adopted in 2011 and has been used to this day. Thank you. Any questions of staff? Chair? So you're basically recommending that we go forward with this? Well, we'll talk about it. What's the next item? So? The chair? This is the background, yes? This is Todd. May I speak? Yes, you may. Thank you. RDA authority, I guess, to answer your question, we provided you guys to review and remind you of the 2011 strategic plan. The city and council, and I'm speaking for the council, but I'm sure that they would agree with me. The strategic plan is what we put together and that we support. And I know that it took a very long time to actually fill and get to where we are today. And as you can see, there are no parks and open green spaces other than along the riverfront as outlined. So if you guys are looking for direction on what the city is asking, we are in support of the strategic plan that you guys just took a look at. Thank you. Thank you. Thank you, Todd. We're getting a significant amount of feedback. So if you could mute your, mute your mics unless you're speaking, it would be helpful. Thank you. Okay. All right, that was for our review and background. And we can now move into closed sessions. And we are going to convene in closed session under exemption provided in section 19.851E of the statutes where competitive or bargaining reasons require a closed session related to development opportunities on the South Pier district and a possible business development loan with Johnsonville LLC. Cheryl, entertain a motion to move into closed sessions. James Owen moved, is there a second? Any more seconds? Amy seconded. All right, let's take a vote. It must be in person. Harrison. Yes. Owen. Yes. Mitchell. Yes. Gaff. Yes. Of course. Yes. David, we still have a majority motion carried. All right, we are now in closed. Okay, we are now in open sessions from the redevelopment authority. The chair will entertain a motion regarding the South Pier district phase three development of courtscape. I'd move to adopt the, I guess you're, to lease the property to, or whatever their formal name is. According to terms, to be determined by city staff, city attorney and a meeting on landscape requirements. Is there a second? Second. Second by Soxi, okay. So it's been moved by gas, seconded by Soxi. Any further discussion? Hearing none, all those in favor say aye. Chair votes aye. Opposed motion carries. Thank you very much. And for regarding the business development loan for Johnsonville to create 12 jobs. All right. Chair will entertain a motion moved by Soxi. Is there a second? Second. Second by Harris. Thank you so much. Any further discussion? So just to clarify, just to clarify chair, it's a $200,000 forgivable loan if they create at least eight jobs within three years. Eight jobs, three years, $200,000. Okay. All those in favor. It would be a good time to answer. I don't, David, I don't even know if Chad heard your question, but I think it's an appropriate time for that question. I did hear your, I did hear your question, Dave. And to answer your question, they have not changed the requirements for what I would call original CDBG. We have received additional CDBG funds under the CARES Act, two allocations, and those have different requirements, but their regular programs, they have not changed any of the requirements. Okay. Perfect. Thank you for the question. Relevant. Okay. Motion on the floor. $200,000, eight jobs to Johnsonville. Any other discussions? Hearing none, all those in favor say aye. Chair votes aye. Opposed? Motion carries. Thank you so much. I believe that's the end of our agenda. Chair will entertain a motion to adjourn. Thank you so much. Ericson moved. Is there a second? Second. Are there any objections? Hearing none, we are adjourned. Thank you, ladies and gentlemen.


Today, I will discuss about the different other conditions of the loading and how to calculate the bearing capacity foundation under such loading condition, because in other classes in the last classes I have discussed that about the bearing capacity calculation and other bearing capacity calculation. And then they are the safe factor, depth factor, all those are introduced in the loading condition to get the bearing capacity of the ultimate bearing capacity of the foundation. Now, today's class I will discuss about the, if the loading is not applied at the center of the foundation, if the eccentrically loaded footing is there and then how to calculate the bearing capacity. And then when we calculate the safe factor and the depth factor or basically the safe factor and the ultimate load carrying capacity of the footing. Then how to use those loading condition, that eccentric condition in the foundation, those things I will discuss in this lecture. Now, first I will go for the one way eccentric loading and then I will go for the two way eccentric loading. Now, first case suppose if I go for this, now this is for the eccentrically loaded foundation. In all other cases that suppose this is the footing and this is the center of the footing. Now, suppose if loading is applied at the center or if I take the cross section of this foundation or footing, that this is the cross section and the loading is applied at the center of the milling. In this center of the footing, in this case the previous formula we can apply, but if there is any moment or if the loading is eccentrically. Then how to calculate this bearing capacity of the foundation, first thing we can discuss in this section. Suppose if the loading is, there is a moment which is applied here and this Q is the loading which is applied at the center and M is the additional moment which is applied. And suppose this is the B width of the foundation and dimension of the footing say this is B cross L. So, this is the dimension of the footing or we can say this is B cross L. So, this is this direction is B and this direction the dimension of the footing is L. Now, first under this loading condition if the loading if the loading is applied at the center or there is no moment, then the uniform distribution of loading is observed. Now, if the moment is applied, so the footing is distribution of the load below the footing it will follow this pattern. So, this is the reaction of the soil which is giving to the foundation and so now as this moment is applied in this direction. So, this will give you the maximum reaction that is Q max and this will give you the minimum reaction that is Q min. So, now this is one condition where this is following this pattern. Now, there is another situation where Q max is this value and Q min is the negative value or suppose this is the reaction this is Q max. And now you can see that if we draw this portion that means here the this this side the reaction is this is negative that mean the tension will develop. So, we will not as we know that that soil cannot take the tension cannot able to take the tension. So, that means there is a provision to give the separation between the foundation and the soil if the reaction is negative or if the tension force is developed. So, we will we will neglect the second case suppose this is our case one and this is the case two. So, we will neglect the second case. So, that means there is a case one which is developed if our E value is less than B by 6 and this is developed if E value is greater than B by 6. So, that means our one condition that E should not be greater than B by 6 if it is one way essentially loaded foundation. So, now we can calculate we have to calculate this E max and E mean value. So, one condition. So, no tension will be developed and so under no tension condition this is one condition. So, this is for the no tension condition condition. So, this is our one condition the next thing is we have to calculate. So, that means this E should not be greater than B by 6. So, that means always E will be less than equal to B by 6. So, if E is greater than B by 6 then this tension will develop that is not acceptable for this foundation these are now we will avoid this kind of foundation. So, now we can calculate the E max and E mean. So, suppose E max will get by using this expression that q divided by B L plus 6 M B square L where q is the load which is acting in the foundation and M is the moment which we are applying. And similarly that q mean we will get this value is q B L minus 6 M B square L. So, q is equal to total vertical load and M is moment on foundation. Now, the eccentric value is we are talking about that E is the eccentricity. So, that eccentricity we can calculate E is equal to M divided by q. So, first step we will calculate this if we know the M and q value we calculate the E value that is M by q and then we will check whether this A is within this limit or not. If it is within this limit that means less than equal to B by 6 then we can proceed otherwise we have to redesign our dimension of the foundation we have to change the dimension or we have to redesign this foundation. So, that means that is the first step. Then the next step if we put this E value in our equation 1 and equation 2 then we will get E max is equal to q B L plus 6 into E q divided by B square L or if we take q by B L common then this will be 1 plus 6 E divided by B. Similarly, q mean we can calculate by this equation q divided by B by L 1 minus 6 E divided by. So, that means by putting this E value in equation 1 and 2 we will get the q max and q mean in terms of q B L and E. So, this next first we will check this condition then we will calculate E max and E mean. Another thing is that suppose this the footing is in this fashions that if we put this E value in equation 1 and 2 we will get the q max and q mean in terms of q B L and E. So, this next first we will check this condition then we will calculate E max and E mean. Another thing is that suppose this the footing is in this fashions that this is our footing and loading itself is applied is not applied at the center it is applied at a distance of say E from the center. So, this is the loading q we are applying which is applied at a distance of E from the center and this is also one condition. So, in so we can draw this type of figure. So, this is this type of figure we can draw. So, that means this hatch area because as the loading is applied at a distance of E from the center. So, the effective area if loading is applied at the center then the effective area will be equal to L into B. So, that is the total effective area L into B. Now, because of this eccentricity or if there is moment is applied of both the cases because of this type of loading condition the load is itself is applied at a distance E from the center of it is the moment. So, because of this moment and loading eccentricity the effective area of the footing that mean that now it is considered that this hatched zone is effectively taking the load and this white portion is not taking load. So, when you calculate the ultimate load carrying capacity and use this expression. So, instead of using B we have to use this value B dash and here this value L dash as it is one way eccentricity. So, L dash will be equal to L, but B dash is reduced by some amount. So, here this white portion is written as 2 into E. So, this white portion is written this is 2 into E. So, white portion is 2 into E and this hatched portion is B dash. Now, here suppose this is the point where loading is applied where E is this value. So, now here our effective area is basically reduced because of this loading condition. So, now when we calculate the this effective area. So, instead of B dash we can calculate that will be B minus 2 E because this 2 E is the white portion. So, B dash will be B minus 2 E and L dash is as usual as it is one way eccentric loading. So, L dash will be equal to L. So, when we calculate the effective area instead of using A we will use the A dash that is B dash into L dash because if the effective area without any eccentricity is A into B into L A is equal to B into L then similarly A dash will be B dash into L dash. So, for this first condition is for centrally loaded footing and this second condition is for eccentrically loaded footing. So, in this fashion. So, first step if I say again. So, first step we by use if we know the M moment and the load which is acting. So, we will calculate E value or if I know the directly this eccentricity of this loading then we will calculate this E value. From here we will check whether this E is less than equal to B by 6 or not. If it is less than equal to B by 6 then otherwise the tension will develop and ideally we will not allow the tension to develop. So, we will redesign the foundation then by using these two expressions we will calculate the E max and E min and then next job we will determine the effective width of the foundation that is B dash equal to B minus 2 E 2 E and L dash is equal to L and then effective area that is A dash will be B dash into L dash. Now, when we calculate this bearing capacity of this loading then instead of using this B we will use the B dash and as this is one way essentially loaded foundation then we will use L and L dash these are both are same. And when we calculate the this factors there also we will use B dash not B. Now, the next one is that foundation. So, first case was the foundation with one way eccentricity. Now, the next case foundation with two way eccentricity. So, suppose this is the cross section of the footing this is ground line and this is B and dimension of the footing B cross L this is the dimension. So, this one is B and this is L L is the length of the footing and B is the width of the footing. Now, if q is applied here. So, this is say q ultimate and one moment is applied here like the one way. So, this is one way eccentricity. Now, if the suppose this is x x and this is y y section. Now, in the same footing this is y y and again q ultimate is this one this is the load q ultimate and one moment that is m y and another moment that is m x both are acting in this foundation. Here only one moment is acting that is one way eccentricity. Now, if the m x and m y moment with respect to x x axis and moment with respect to y y axis both are acting in this footing. So, then this is two way eccentricity. Now, under this condition suppose this is the E where this one is equal to E L because this is in terms of length and this is width and this distance is equal to E B. So, this one E L and this one is E B or you can write this is E x E y and this is E x. So, here in this this lecture we will use E L and E B. Now, where this is the length and this is the B is the width. So, that means here again how to calculate this because here also in the previous cases when it was a one way eccentricity then our A dash was B dash and L dash where B dash is equal to B minus 2 E and L dash was equal to L that is for one way. Now, again for the two way eccentricity also effective area L dash will be L B dash into L dash, but here again so this is B dash. So, here B dash will be B minus 2 E and L dash will be A minus 2 E. So, here we will use in case of when you are talking about 2 E. So, we will use this is 2 E B and this is 2 E L. So, this is for 2 A eccentricity again how to calculate this E L and E B. So, E L we can calculate by E max M x divided by U ultimate and E B will be M y divided by U ultimate. So, in two way eccentricity. So, when you calculate E L we use M with respect to x x axis that is M x divided by U ultimate and E B that is M y divided by U ultimate. Now, when you calculate the Q U value.  So, here C is the cohesion of the soil. So, here we know this is the expression suppose this is the general expression.  So, when you calculate this factor instead of using B or L we will use B dash and L dash and here also we are using B dash not B.  So, that will give us Q U into B dash into L dash. So, when you calculate this value we will use B dash into L dash. So, this is a two way eccentricity and then one way eccentricity. Now, we will this I will discuss about the various cases suppose the first case that I will discuss that is case one. In this case the condition is that our E L divided by L that is greater than equal to 1 by 6 that is one condition and E B by B that is also greater than equal to 1 by 6. So, suppose if this condition arises that E L by B that is greater than equal to 1 by 6 and E B by B that is greater than equal to 1 by 6. In such case what will happen suppose if in such case if I do not able to avoid these things then if this case is still arising then how we will get the I will design this condition. So, in that case suppose this is the foundation and this is B and this is L and that case we will get this type of effective area. So, this hatched zone will give us the effective area. So, that means here we will get this is B 1, this is B and this is L 1. Now, here this is the eccentric point E this is the point where this one is E L and this is E B. So, now when we calculate the from this area because when we calculate the ultimate load then we will calculate determine this effective area. Now, this effective area A dash will determine by using this expression that half B 1 into L 1 this is half B 1 into L 1 and then I will calculate this this B 1 is given by B into 1.5 minus 3 E B divided by. Now, this thing is been explained is in B M Das book that is Das B M 1999. So, where this value we will get that we can directly use this value and then L 1 we will get similar expression L 1.5 minus 3 E L divided by L. So, by using this expression we will get B 1 and by using this expression we will get L 1. Now, the effective length L dash will be the larger value of these two which one is larger that is the effective area. So, effective length L dash is equal to larger value of B 1 and L 1. So, once we get the L dash then the B dash will be because we will get A dash directly by this expression. So, this mean B dash will be A dash divided by L dash. So, in this the larger value of B 1 and L 1 will give the L dash value and B dash will be A dash divided by L dash. So, we will get the B dash and L dash. So, once we get the B dash and L dash then we can use this B dash and L dash to get the others factors bearing capacity factors or the safe factors and then to calculate the ultimate load carrying capacity of the foundation and then we will get the A dash this is half into B 1 into L 1 then we will get the total ultimate load that the foundation can take. So, this is one case if this condition is this E L divided by L is greater than equal to 1 by 6 or E B divided by B is greater than equal to 1 by 6. Now, the next case or case 2 that I will explain this case 2 thing that this case 2 then the case 2 that E L by L that is less than 0.5 and another condition that E B by B that is greater than 0 and less than 1 by 6. So, E L is less than 0.5 and E B by B greater than 0 1 and less than 1 by 6 in such case the effective area will be as follows. Now, this is the footing now this hatch zone will give us the effective area. Suppose this is the B is the width of the foundation L is the length of the foundation and here this one is the L 1 and this distance is equal to L 2 and this is the A E value say this is E L and this is E B for condition is E B is greater than equal to 0 and less than equal less than 1 by 1 by 6 B and E L is less than 0.5 L. Now, this is the effective area under this second case now here the effective area we can calculate by this half into L 1 by plus L 2 into B. So, this is the effective area now the effective length L dash is larger value of L 1 and L 2. So, about this L 1 and L 2 is equal to the larger value will give us the L dash. So, similarly B dash will get from A dash divided by L dash. So, once we get this L dash which is the larger value of L 1 and L 2 whichever is larger and then we will get the B dash by L dash by A dash by L dash. Now in the case 3 where the condition is that E L L which is less than equal to 1 by 6 and E B by B which is less than 0.5 and greater than 0. So, E L by L less than 1 by 6 and E B by B greater than 0 less than 0.5. So, in such case in the case this is for case 2 if I want to draw the condition for the case 3 suppose this is length this is B. So, in such case effective area will be this one. So, this hatch portion will give us the L effective area. So, this one is equal to now B 1 and this value will give us B 2 this is L and this one B. So, this will be the point. So, this is E B and this one E L. So, this point this is key ultimate. Similarly, this one also this is key ultimate. So, now in this condition. So, area effective area of this hatch zone will get that is half into B 1 plus B 2 into L and L dash that will be equal to L and B dash is equal to A dash divided by L dash. So, here we will get this A dash and L dash is equal to L and B dash is A dash by L dash. So, this is for case. So, next case that is the case 4. So, next case case 4 where condition is that E L by L which is less than 1 by 6 and E B by B which is also less than 1 by 6. So, E L by L less than 1 by 6 and E B by B less than 1 by 6. So, in such case the loading loaded foundation the effective area will be suppose this is L this is B. So, effective area will be like this. So, this one this hatch zone give us the effective area. So, this one is again B this value is equal to L 2 and this value is equal to L and this value is equal to B 2 and this is the E I mean this is E L and this is E B. So, in this case. So, this is B 2 this is B this is L 2 and total is L. So, in this case effective area A dash the effective area A dash will get that A dash is equal to L 2 into B this L 2 if I divide into different portion. So, this one will be L 2 into B this area and the lower part will be plus into B plus B 2 then this additional portion that is L minus L 2. So, this will give us the effective area again the L dash is equal to L and B dash is equal to A dash by L dash. So, these are the four cases. So, by this using this four cases first we will calculate this L dash B dash and then by using this expression we can you calculate this effective area. Now, the question is that here this is in the except the first case case 2 case 3 and case 4 all the cases this L 1 B 1 then B 2 L 2 these terms are involved because here L dash is equal to L because L is known to us. So, we will can determine the L dash, but unless we do not know the A dash it is very difficult to find the B dash. So, once we get the L dash we should know the A dash for that we can determine the B dash. Now, why suppose in this expression we do not know how to what is the value of A dash because here B we know and L we know, but we do not know L 2 and B 2. Now, to use this to determine this L 1 L 2 and B 2 L 2 now the different charts are available. So, now I will show you the charts for this case because in the first case this values L 1 and this L 2 these values are directly we can determine by using the given expression, but in the case 2 because here we should know the value of L 1 and L 2. So, in that case if I use this chart then we can determine this value, this is taken from this Heiter and Anders 1985 they have proposed originally the source it is taken from this again BM Das book this chart. So, we can use this chart that so here we this axis represent E L by L and this axis represent L 1 L or L 2 L. So, from this point towards this direction the value that we will get of this curves that we will give for L 1 L and towards this direction the value that we will get that is for L 2 by L. Now, here this value this is E B dash into B. So, once we get this value so this is for 0.167 0.1. So, we will this side we will get L 1 by L and this side we will get L 2 by L because this E L by L we can calculate suppose E L by L and E B by E B by B that we will also calculate. So, once we get this value we can calculate L 1 by L and L 2 by L and as we know this L so we can calculate L 1 and L 2. So, here we will determine this things I have already explained. Next is the case 3 here also similar charts are available this is for E B by B and this is for E L by L. Similarly, for the first case this is E L by L this is E B by B this is E B by B this is also E B by B. So, here also we will get in this side we will get B 1 and B 2 here from this side onwards this graph this will give us the value of B 1 by B and here this side point point from this point towards this side will give us B 2 by B. So, here we know the E B by B value corresponding E L by L value. So, suppose this is 0.8 and corresponding this value we will get this B 1 by B and B 2 by B. So, as we know B value so you can calculate B 1 and B 2. Similarly, for the case 4 here we should know the B 2 and L 2. So, this is this axis represent E B by B and this axis represents the B 2 B or L 2 L. So, here this is E L by L. So, corresponding so obtaining this so this chart E L by L. So, this chart will use to get this L 2 by L value and this E L by L because here 2 charts here also point this chart represent the point 0 2 that is the value of E L by L and this chart represent again the point 0 2 that is also E L by L. But, so these charts representing the by using this chart we can determine the value L 2 by L and using this chart this one we can use to determine B 2 by B. So, once we get B 2 by B and L 2 by L then we know as we know L and B value. So, we can determine this B 2 and L 2. So, once we get this B 2 and L 2 then we can determine the effective area and L is equal to L dash for the case 4 then once we get the L dash then by using the expression A dash divided by L dash we can determine the B dash. So, in this L dash and B dash we will use when we calculate the ultimate load carrying capacity of the footing instead of using B dash or B or L. Now, we will solve one problem. So, that we help us to understand this things very clear. So, suppose this example problem suppose this is the example 8.1. So, this problem will solve for one way eccentricity similar case by using this chart the presented charts and the expression that mention we can determine the ultimate load carrying capacity of the footing for two way eccentricity also. Now, this condition suppose this is the foundation. So, this is ground line and one we are applying load and one moment. So, now, this dimension of the footing is 2 cross 2 meter and the depth of the footing is 0.5 meter from the ground line. Now, the density that is 19 kilo Newton per meter cube 5 value is 32 degree and C value is 0. So, one way eccentricity this E value directly it is given say 0.18 meter. So, we have to determine what will be the ultimate load cube of this foundation that is the problem. So, this is the footing condition is placed at a depth of 0.5 meter. So, D F is 0.5 meter and this dimension is 2 cross 2 meter density unit weight of the soil 19 kilo Newton per meter cube 5 value is 32 degree C is 0. Now, has this is E value. So, now, in this question the C is 0. So, what Q ultimate that C N C part the first part as C is 0. So, that part is also 0. Now, we can write this Q N Q this is S Q D Q and I Q plus half into gamma here we will use the B dash because I is it is a one way eccentricity and we will not use B we will use the effective with B dash. So, B dash into N gamma into S gamma into D gamma into I gamma. So, E S gamma S Q as the safe factor D Q D gamma is the depth factor I Q and I gamma is the inclination factor. So, first we will calculate the E Q value. So, Q value is D F into gamma here D F is 0.5 meter into gamma is the 19. So, it will coming out to be 0.9.5 kilo Newton meter square. Similarly, corresponding to phi is 32 degree. So, if I use the mayor of table. So, we can again show you the mayor of tables. So, this is the bearing capacity factor tables of which is presented by the mayor of. So, here we will use the mayor of expressions or mayor of bearing capacity factor. So, corresponding to phi is 32 degree our N Q is 23.2 and N gamma is 22. So, that value we will use. So, our N Q is 23.2 and N gamma is 22. Here we calculate again the B dash. B dash is B minus 2 E. So, that is equal to 2 minus 2 into 0.18. So, this is values coming 1.64 meter. So, these are mayor of bearing capacity factor. Now, again by using the mayor of and here this L dash will be L equal to 2 meter. So, again by using the mayor of corrections factor. So, S Q that is equal to S gamma that we can get 1 plus 0.1 into B dash divided by L dash into tan square 45 degree plus phi by 2. So, that value we can we will get the chart from the chart that is presents. So, we can show you the chart that is the mayor of corrections factor. So, different factors is there and this is the expression. So, here for this footing we will use this expression that is for S Q S gamma that is 1 plus 0.1 here B by L, but here we will use the B dash and L dash, but L dash is equal to L and this tan square 45 plus phi by 2 for phi greater than 0 degree. Here because in other factor also use from this table here phi is greater than 0 degree. So, once we put this L dash equal to 2 meter B dash equal to 1.64 meter and phi is 32 degree we will get this bearing capacity factor value 1.26 L. Similarly, D Q is equal to D gamma that is equal to 1 plus 0.1 D F divided by B into tan 45 degree plus phi by 2 into phi by 2. So, here also we will this value from the table also here if we put D F equal to 0.5 B B here in case of B we will use the B dash. So, this B dash equal to 1.64 meter phi is 32 degree. So, this is coming 1.055 as this inclination part inclination is not present. So, we can write that I Q is equal to I gamma that is equal to 0.25. So, once you get this things then by using this Q u expression. So, this expression will just put all the value because in this expression Q is 9.5 kilo Newton per meter square N Q is 23.2 S Q is 1.267 D Q is 1.055 then I Q is 1 here then gamma is 19 B dash 1.255 0.64 N Q N gamma is 22 S gamma is 1.267 D gamma is 1.055 I gamma is 1. So, once we put all the value in this expression. So, we will get this value that is coming 5752.767 kilo Newton meter square because this B dash here we will put 1.64 meter. So, finally, the Q ultimate the load that is coming out to be that is B dash into L dash into Q u. So, this value is coming 1.64 into 2 into 752.767. So, finally, the value that is coming out to be 2469.1 kilo Newton. So, the answer this Q ultimate that is coming out to be 2469.1 kilo Newton. So, the answer this Q ultimate that is coming out to be 2469.1 kilo Newton. So, this is the answer of this question. So, that is we are getting this Q ultimate. So, now, if you want to find the net safe bearing capacity of the footing or ultimate safe bearing capacity of the footing then you have to apply the factor of safety and I have already discussed how to calculate the net bearing capacity. So, here up to the factor of safety here also. So, in this way we can determine the value for the isentically loaded footing. So, in the next class I will discuss that if this is for isentically loading and now if it is a layered soil because now for the up to this we have discussed all the soil condition is homogeneous. Now, if it is a layered soil then how to calculate the bearing capacity if it is in the slope then how to calculate the bearing capacity those things I will discuss in the next class. Thank you.


What's the worry y'all the Lakers won a championship congratulations Laker Nation Well-deserved championship from from y'all. I was gonna say y'all been suffering, but it's only been 10 years I mean there are fans out here like me that it's been over 10 years as we got a championship, but congratulations I know y'all went through some very very dark times So I know you're happy to be back on top a congratulations to y'all don't let nobody tell you anything Otherwise because the people that are saying this championship is less valuable or anything like that They're just kind of crazy every team went into the bubble on an equal plan field and y'all end up notorious Just it is what it is. Enjoy this moment. The worst thing about it is that I mean we have a global pandemic going on So JR Smith and Deion waiters can't go to the club to celebrate But I know that bubble that bubble bar is going up today with those fellas You know I'm saying you should to leave a like with a video and subscribe if you're new I was gonna say we do these post game things every game, but there's no more games for at least a couple months But this format of videos is me talking about hoops will not go away. It just won't be post game So leave a like and subscribe The benefit from subscription is you never miss a video and I don't lose out on that view. You feel me So let's talk about this game specifically Over very very early like I mean you watched the game right? I don't need to go through the X's and O's or this and that because you knew that it was over very very early on The big difference is that the Lakers started Anthony Davis and look at that Anthony Davis You started at center and the team came out the gate good Got this old all these years I just been trying to get Anthony Davis to run center and maybe this game six is gonna Forshadow what's coming for the rest of his career because this opens things up so much more when you play center AD Just do it just do a morph. I know you're gonna have to bang down a little bit more But whatever it just opens up the game completely and then that the Frank Vogel had a different defensive scheme for Jimmy Butler after his amazing performance in game five who really prevented him from doing anything in this game like Jimmy Butler put up a stinker not from his own thing But it's like there were no shots available the Lakers defense was smothering not just Jimmy Butler But everybody on the court. This is the first time I could say the Tyler hero really looked 20 And yes, you can point out that he did not shoot wellness entire series But I mean like when I say he looked 20 he kind of looked wide-eyed and didn't know what he wanted to do with The ball the other games the series. Yes, he was not shooting the ball well But at least he wasn't a defensive liability or at least he wasn't a liability with the ball and says his playmaking was still Okay throughout the series, but in game six specifically There are multiple times where he turned the ball over bad shots at the side of the backboard getting a shot blocked It was just his worst game I'm not gonna see of the bubble because I can't think back that far but his worst game and recently again I know he shot bad the entire finals, but you get what I'm saying. It just wasn't his night Um and overall, let me let me transition to the Miami Heat This was a season where fans the he fans you should be super happy Of course, nothing is better than being champions, you know that well because you were champions a few times in this last decade But this is a season where like If I was a Miami Heat fan, this will be one of those seasons I tell my kids about and I know that sounds corny and it probably is but it's true Nobody expected you to do what you do if you look at the power rankings early in the season before the season started People had might the Miami Heat outside of the playoffs I remembered that specifically because I did a video Reacting to my fans takes like their opinions and what they think about the upcoming season and a lot of people did predict The Miami Heat to be on the outside looking in not only did you make the playoffs? But you got all the way to the finals gave the LA Lakers a good run and turn into a six game series You should be super super happy. I can't see I Can't see a single negative I mean the negative thing is that you didn't want to championship But just like overall this season is something that you should be proud of so Heat nation heat players everything be happy with the with the thing the way things went Exposed to still a guy Jimmy Bully's still a guy even though in this game. He was taken out of it Bama to bio I don't know to say about this Bama to bio game because I feel like a lot of histotics came when the game was already like 30 Point game, but what is he supposed to do stop playing basketball because he's down about 30 I never understood that stat padding.  You wanted to ask for a sub out he continued to play hard throughout the entire thing Even though it was over. Cool. Um, I Wanted to mention ban because I got him my notes. He doesn't look 100% then eventually he started to look 100% Rondo who Rondo man There was a video that I recorded reacted to a bleach report article early in the season. We were talking about Hall of Fame probabilities and stuff and it had Rajan Rondo as like a 40% favorite to make it to the finals When other teammates like LeBron was 100% because it's LeBron James now he's a four-time champion Dwight Howard was 100% all the defensive awards leading the team to a championship game series Um, and now he added a championship and Anthony Davis already saying, you know They already said that the day was most likely to be a Hall of Famer And then you had rondo and rondo is a curious case right multiple time all-star and one time champion until tonight And with the performance he put up in game six and the performances he had throughout the entire course of this playoffs leading up into this Yeah, I think rondo's is gonna be a stamped Hall of Famer, which is great Rondo as a bulls fan the loving rondo is a good thing and a bad thing It's a little bit because there were times where he absolutely destroyed us Um, and then he came to Chicago and didn't do anything except for those two games And we were up on the one see y'all remember that and so it's just like I know a lot of bulls fans that don't like rondo and this is a few of us that really do like rondo So i'm happy to see him do that the fact that the white Howard The white Howard came into this game with 30 seconds to go and pulled from the logo And I made a joke on twitter that I had to delete because people thought I was being serious Imagine putting a thousand dollars on a the white Howard over from three Obviously the over the over under would be like point five because he's not gonna take the three usually and you bet a thousand And then he hits a three with 30 seconds to go in a game that he didn't even play Do you imagine the payout on that? Anyway, um, I'm it's it's about to get real weird now Because there were times for the last couple months While we literally wake up And there was a basketball game on You know and it's it's over the season is over You know, we're not going to have the 12 to 10 30 Straight games anymore. We're not going to have any basketball for the next couple months So it's going to be weird to readjust my schedule and try to figure out what to fill that time with Uh, and I just want to thank Adam silver I want to thank I think he said 6500 people worked the bubble that is an Maybe it was 35 or 65. I know that's a big gap between the two But it was either 35 or 65 and either way that is an extreme amount of people to work Inside outside the bubble to make this a possibility That is an extreme amount of people to to have and never have a single positive test over the course of three months So thank you to them for for being as dedicated to the final product of basketball Thank you to the players because I know it couldn't have been easy to stay in the bubble for that long So thank you to everybody because you gave the fans what they wanted. We have an NBA champion We have an NBA champion. We had basketball when we thought we weren't going to have it for for five six months We were just chilling you know So congratulations to the Lakers be happy Miami heat fans You you still got a couple more years a lot more years bam on a bio still super young Jimmy Butler don't look like he gonna decline anytime soon You still have these pieces. You still have one of the greater coaches in the league. You're gonna be great Um as for the content on this channel, obviously, there's no more post game. So what can you expect next same thing? You know news will happen. We're about to hit the off season. We're about to hit trades graphs signings Um, of course, I'm gonna give my opinions and all that stuff and then even there's always going to be things to talk about related to basketball Always 100 percent. I almost dropped the video the other day when isiah thomas said that he was healthy now I could talk about isiah thomas for 10 minutes and People might watch. I don't know if people would watch that. I don't know But yeah, the content's gonna stay the same. It's just not as reactionary as like a post game Um, but I appreciate everybody that has shown love on these videos throughout the entire time I really wish I would have started it earlier than the finals, but it is what it is man It is what it is. Let me know what you think about the season I'm thinking about making a video where I go for my favorite moments from the season It's the longest season ever like legitimately like a year long season Um, so I'm thinking about that Yeah, congratulations lakers fans NBA fans. We are winning tonight because we saw champion be crowned Um, and I'll see y'all in a video a future video. I already saw a couple of bleach report articles. I'm like, yeah I'm that title. I may have to react to that. Love y'all. Bye