I would like to ask “SHG” a question as it relates to an old post of his, namely:
https://www.excelforum.com/excel-fo...nslation-and-rotation-formulas-for-excel.html
This was a very nice solution to the posted problem, however I also saw this as a possible solution to a problem I had come across myself.
The problem concerns the construction of an in-situ concrete bridge deck. The deck is shaped as a segment of a circle with radius to the setting out line\Master String of 350m. The bridge deck is to cross a motorway and cannot be built at the required location as the motorway has to remain open during construction. The plan is to build the deck on temporary columns at a location close to the final location and transport the completed deck to its final destination during a weekend possession.
I have the following information: Coordinates are on the Master string with radius 350m. Coordinates of the centre points are given in the table below as Xcp,Ycp
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I thought that having 3 coordinates for permanent and temporary situation would mean that as the structure is rotated and translated to its temporary situation and eventually back again that the excel sheet would enable me to calculate coordinates in the temporary situation using coordinates from the permanent situation. However on using the solver to get the Rms error, this gives 4.980 instead of zero? I am probably missing something in the VBA, I am unfortunately not very expert in it. I am hoping that you can comment on whatever it is that I am doing wrong.
http://tinypic.com/m/k3ueit/4
https://www.excelforum.com/excel-fo...nslation-and-rotation-formulas-for-excel.html
This was a very nice solution to the posted problem, however I also saw this as a possible solution to a problem I had come across myself.
The problem concerns the construction of an in-situ concrete bridge deck. The deck is shaped as a segment of a circle with radius to the setting out line\Master String of 350m. The bridge deck is to cross a motorway and cannot be built at the required location as the motorway has to remain open during construction. The plan is to build the deck on temporary columns at a location close to the final location and transport the completed deck to its final destination during a weekend possession.
I have the following information: Coordinates are on the Master string with radius 350m. Coordinates of the centre points are given in the table below as Xcp,Ycp
Final Location | X | Y | Z | Xcp | Ycp | Radius |
Abutment1 | 110285.205 | 478353.155 | 3.745 | 109952.570 | 478462.034 | 350.000 |
Column | 110299.604 | 478416.560 | 4.047 | |||
Abutment 2 | 110302.551 | 478465.733 | 3.841 | |||
Temporary Location | ||||||
Abutment1 | 110246.983 | 478454.145 | 3.745 | 109900.000 | 478500.000 | 350.000 |
Column | 110249.478 | 478519.116 | 4.047 | |||
Abutment 2 | 110243.332 | 478567.992 | 3.841 |
<tbody>
</tbody>
I thought that having 3 coordinates for permanent and temporary situation would mean that as the structure is rotated and translated to its temporary situation and eventually back again that the excel sheet would enable me to calculate coordinates in the temporary situation using coordinates from the permanent situation. However on using the solver to get the Rms error, this gives 4.980 instead of zero? I am probably missing something in the VBA, I am unfortunately not very expert in it. I am hoping that you can comment on whatever it is that I am doing wrong.
http://tinypic.com/m/k3ueit/4