Group columns settlement easily

Aug 6th, 2022
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How to group columns settlement

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hi guys in this video were going to talk about grouping columns and rows in Microsoft Excel this in my opinion is very useful when you have a very large spreadsheet that you want to see in more concise and organized manner you can actually highlight a group of columns and go over to data the data ribbon and over here under the outline group you have some options and were gonna work on here is the group option now lets say that this table over here and this table over here are related to each other but I really dont want to see this table on the right because it is kind of necessary but kind of makes my spreadsheet not look so nice okay or organized for whatever reason there are many reasons will come up youll see so the way I could get make this go away without actually hiding it which is another option and Ive made a video about hiding is to actually group these columns I to K so you can highlight I J and K from the top go over to data ribbon group and click group and what this

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It includes 2.1 mm settlement of pile deformation from vertical compressive loads. For such structure, foundation settlement should not be more than 2% of pile diameter. For the pile of 880 mm diameter, the foundation settlement should not be more than 16 mm.
What are differential settlements? Settlement of the foundation soil is a vertical displacement of the soil surface caused by the workload of the building. During and after the building construction, settlement of the foundation structure is considered normal and acceptable to a certain extent.
a) Area Replacement Ratio. When the columns are installed, the area replacement ratio is defined as the ratio of the cross-sectional area of a column to the tributary area of the column, as shown in Figure 1.
The deformation or settlement of soil occurs due to the loading coming from a structure or a manmade deposit. Sum of the vertical distortions happening over the surface from the loading is called settlement. Excessive settlement will occur due to the shrinkage, consolidation and creep failures.
An optimum area replacement ratio of 3040% exists for the control of settlement. The settlement performance of a small column group is highly influenced by inter-column and footing interaction effects.
A deep foundation is a foundation that is installed to docHub depth so as to handle a specific load. Defined by its depth to length ratio, the depth will usually have to go beyond 10 feet deep in order for the foundation to truly be a deep foundation.
The maximum permissible settlement for isolated foundations is 40mm on sandy soil and 65mm in clayey soils. The permissible settlement for the raft foundation on clay soil is 65-100 mm and for sandy soil, it is 65 mm.
A 1/16 inch crack is quite common when a home starts to settle. These hairline cracks should be vertical and should be between 2 - 6 inches in length. Having horizontal cracks of any size will indicate that you have more than the normal settling.

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