Pdf Aluminium Light Poles Dokumen Tips Model name: final light pole round taperedcurrent configuration: default. solid bodies. document name and referencetreated asvolumetric propertiesdocument path date modified. cut revolve1. solid bodymass:154.288 kgvolume:0.0196046 m^3density:7870 kg m^3weight:1512.02 n. f:\final light pole round tapered.sldprtoct 18 16:21:47 2015. Report no. k tran: ku 98 6 final report development of design specifications, details and design criteria for traffic light poles mario m. medina, ph.d., p.e. the university….
Pdf Lighttools Solidworks Link Module Synopsys Figure 2 The This document summarizes the results of a static simulation analysis of a tapered round light pole. key details include the model and mesh information, applied loads of 200n and 650n, and fixed boundary conditions. results reported maximum von mises stress of 8.78e7 n m^2, maximum displacement of 277.41 mm, and a safety factor range of 2.32 to 743.26. the analysis found the light pole design. You can use ctrl tab to cycle through the open files in solidworks. use the arrow keys to rotate a model. press ctrl with arrow keys to move the model. press alt with arrow keys to rotate the model clockwise or counterclockwise. you can pin the view orientation dialog box so that it can be used throughout all operations. In the sustainability output dialog box, for file type, select report generate a sustainability report in .docx format. optionally, change the file name and save file to location. by default, the name and location of the part or assembly you are evaluating is used as the name and location for the output file. click ok. Wind pressure x (pole height^2) x ( (diameter @ ground 2x diameter @ top) 72) x overload capacity factor. for example, a 30’ light pole on long island the moment per aashto is about ten times the moment per nesc; the aashto wind pressure, including drag coefficient is 28 psf; the nesc wind pressure is 4 psf (even using 9 psf the difference.
Solidworks Tips And Tricks With Pdf Ebook In the sustainability output dialog box, for file type, select report generate a sustainability report in .docx format. optionally, change the file name and save file to location. by default, the name and location of the part or assembly you are evaluating is used as the name and location for the output file. click ok. Wind pressure x (pole height^2) x ( (diameter @ ground 2x diameter @ top) 72) x overload capacity factor. for example, a 30’ light pole on long island the moment per aashto is about ten times the moment per nesc; the aashto wind pressure, including drag coefficient is 28 psf; the nesc wind pressure is 4 psf (even using 9 psf the difference. Select show report on publish to open the report when you publish the report. select include existing images to copy all or selected images that were added to the images folder with include image for report. do one of the following: click apply to save changes and continue modifying the report. click publish to save changes and generate the report. This structural design report provides the design criteria, loads, and analysis for light pole foundations with a height of 10 meters for king salman park in riyadh, saudi arabia. the report specifies the materials, codes, and standards used. it defines the loads including dead loads, wind loads based on aashto specifications, and load combinations. the analysis includes defining sections.
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