Categorize columns settlement easily

Aug 6th, 2022
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How to easily Categorize columns settlement and improve your workflow

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How to categorize columns settlement

4.6 out of 5
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welcome to this video that explains the use of a spreadsheet that contains Visual Basic macros that can quickly put data into different categories theres a copy of the spreadsheet available for download through the link in the description below so the many different situations in which users might want to put data into different categories an example Im gonna use to explain the spreadsheet is if someones got a bank statement I like Ive got over here and this is the type of data set that could be downloaded from most online banking portals so imagine youve got this set of data and you want to know how you spending money each month in other words how much on gas how much on food and things like that so in the first few minutes of this video Im gonna quickly run through how the macros work just so that viewers can get a quick idea of whether this is something that they might be interested in and then Ill go through again in a bit more detail just showing a couple of examples of ho

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How much foundation settlement is too much? The industry standard is 1 inch of differential settlement in 20 feet. Anything greater than this can be considered too much.
It is a good idea to create a spreadsheet of assets and liabilities or your client and of opposing counsels client. This will allow for a quick evaluation of settlement proposals, and therefore, a quick response.
Type of soil: Differential settlement is most commonly caused by differences in the type of soil beneath a foundation. For example, sand will settle more than clay. Moisture in the soil: Soil that is too dry or too wet will settle more than soil that is at a moderate moisture level.
The first step of calculating expected settlement (overall and differential) is to calculate the initial effective vertical stress (o = total vertical stress - pore water pressure) and the change in the effective vertical stress (∆o) caused by the facility on a point of interest in the underlying materials.
The permissible differential settlement is 25 mm. For raft foundation on clay, limiting maximum settlement 65 to 100 mm.
The first step of calculating expected settlement (overall and differential) is to calculate the initial effective vertical stress (o = total vertical stress - pore water pressure) and the change in the effective vertical stress (∆o) caused by the facility on a point of interest in the underlying materials.

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