{"id":436626,"date":"2018-06-30T12:12:06","date_gmt":"2018-06-30T12:12:06","guid":{"rendered":"https:\/\/essaypaper.org\/?p=30572"},"modified":"2018-10-24T08:53:37","modified_gmt":"2018-10-24T08:53:37","slug":"civil-engineering-traverse-to-partial-co-ordinates","status":"publish","type":"post","link":"https:\/\/www.benedictsol.com\/blogs\/civil-engineering-traverse-to-partial-co-ordinates\/","title":{"rendered":"Civil Engineering-Traverse to Partial Co-ordinates"},"content":{"rendered":"<h2>Traverse to Partial Co-ordinates<\/h2>\n<p>STN deg mins Task A : Traverse secs dist A 10 24 56 706.368 B 125 45 22 524.635 C 71 16 45 345.622 D 112 1 45 600.722 E 220 31 30 318.731<br \/>\nA 31007.913 East 26475.427 North<br \/>\nOpening Bearing : the bearing from B to A is given as : Your student number\/14400, then convert to DMS For example : student number: 1456789 Divide by 14400 = 101.1659\u00b0 = 101\u00b0 09&#8242; 57&#8243;<br \/>\n(i) compile a spreadsheet to compute the traverse to partial co-ordinates and determine the linear misclosure<br \/>\n(ii) identify the gross error and recalculate, and find the difference this gross error had on the linear misclosure<br \/>\nTask B : Setting Out The setting out of the centres of some bridge supports is to be carried out by total station, using angles and distances.<br \/>\na. Outline the procedure, indicating the possible errors that could affect the final positions and how the precision of the setting out could be checked and improved?<br \/>\nb. Given the two points have co-ordinates as: SOP1 384.312mE 370.874mN SOP2 388.312mE 370.874mN<br \/>\nAnd the nearest three control points are:<br \/>\nSTO9 432.848mE 425.762mN ST11 456.876mE 346.294mE ST16 324.548mE 308.333mN<br \/>\nDetermine the setting out data for each point from ST09, using ST11 as the RO.<br \/>\nc. As a check, measurements were taken from ST16 using ST11 as RO. ST16-SOP1 86.503 angle 329-42-26 ST16-SOP2 89.313 angle 331-33-49<br \/>\nWhat were the discrepancies ?<br \/>\nAssessment Criteria :<br \/>\nSubmission<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Traverse to Partial Co-ordinates STN deg mins Task A : Traverse secs dist A 10 24 56 706.368 B 125 45 22 524.635 C 71 16 45 345.622 D 112 1 45 600.722 E 220 31 30 318.731 A 31007.913 <a href=\"https:\/\/www.benedictsol.com\/blogs\/civil-engineering-traverse-to-partial-co-ordinates\/\" class=\"read-more\">Read More &#8230;<\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[15],"tags":[],"class_list":["post-436626","post","type-post","status-publish","format-standard","hentry","category-essay-paper-writing"],"_links":{"self":[{"href":"https:\/\/www.benedictsol.com\/blogs\/wp-json\/wp\/v2\/posts\/436626","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.benedictsol.com\/blogs\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.benedictsol.com\/blogs\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.benedictsol.com\/blogs\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.benedictsol.com\/blogs\/wp-json\/wp\/v2\/comments?post=436626"}],"version-history":[{"count":0,"href":"https:\/\/www.benedictsol.com\/blogs\/wp-json\/wp\/v2\/posts\/436626\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.benedictsol.com\/blogs\/wp-json\/wp\/v2\/media?parent=436626"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.benedictsol.com\/blogs\/wp-json\/wp\/v2\/categories?post=436626"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.benedictsol.com\/blogs\/wp-json\/wp\/v2\/tags?post=436626"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}