[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-detail-152295-en":3,"doc-seo-152295-105":29,"detail-sidebar-cat-0-en-105":90},{"code":4,"msg":5,"data":6},0,"success",{"doc_id":7,"user_id":8,"nickname":9,"user_avatar":10,"doc_module":4,"category_id":11,"category_name":12,"doc_title":13,"doc_description":14,"doc_content":15,"file_id":16,"file_url":17,"file_type":18,"file_size":19,"view_count":20,"is_deleted":4,"is_public":20,"is_downloadable":20,"audit_status":20,"page_count":20,"language":21,"language_code":22,"site_id":23,"html_lang":22,"table_of_contents":24,"faqs":25,"seo_title":26,"seo_description":14,"update_tm":27,"read_time":28},152295,7971461740886,"Theodore","https://ap-avatar.wpscdn.com/davatar_3d24733baf745e90a7e4bdd5f77d97b2",6,"Technology","Figure 67-5G - Seat Elevations for Steel-Beam or Plate-Girder Example","The document provides a worked example for calculating and verifying seat elevations for steel beams or plate girders. It presents a table of beam-related elevation inputs and adjusted elevation outputs across four beam numbers, including profile-grade elevation, deck reference elevations, control dimensions, beam web and flange plate thicknesses, shim dimensions, bearing thickness, and the resulting calculated seat elevation. The note explains that the listed profile-grade elevations are adjusted to reflect bridge skew and the vertical alignment of the profile-grade line, concluding with adjusted seat elevation values.","| Beam No., Left to Right | 1 | 2 | 3 | 4 |\n| --- | --- | --- | --- | --- |\n| Profile-Grade Elev. | 749.9002 | 749.9592 | 750.0182 | 750.0773 |\n| Elev. Top of Deck @ C.L. Beam | 749.5469 | 749.8192 | 749.8782 | 749.7240 |\n| Control Dimension Y (-) | 000.8675 | 000.8675 | 000.8675 | 000.8675 |\n| Beam Web (-) | 004.0000 | 004.0000 | 004.0000 | 004.0000 |\n| Bottom Flange Plate (-) | 000.1250 | 000.1250 | 000.1250 | 000.1250 |\n| Shim above Top Shoe (-) | 000.0417 | 000.0417 | 000.0417 | 000.0417 |\n| Bearing Thickness (-) | 000.3958 | 000.3958 | 000.3958 | 000.3958 |\n| Elastomeric-Bearing Crush (5% pad depth) (+) | -0- | -0- | -0- | -0- |\n| Calculated Seat Elevation | 744.1169 | 744.3892 | 744.4482 | 744.2940 |\n| Additional Shim above Top Shoe (-) | 0 | 0 | 000.059 | 0 |\n| Adjusted Seat Elevation | 744.117 | 744.389 | 744.389 | 744.294 |\n\nNote: Values for profile-grade elevations in table are adjusted values to account for the bridgeskew and the vertical alignment of the profile-grade line.  \nSEAT ELEVATIONS FOR STEEL-BEAM OR PLATE-GIRDER EXAMPLE  \nFigure 67-5G","cbCailo1rrB65J57","https://ap.wps.com/l/cbCailo1rrB65J57","pdf",20152,1,"English","en",105,"# Seat Elevations Calculation Example\n## Elevation Inputs by Beam Number\n## Adjusted Seat Elevation Results\n## Note on Profile-Grade Elevation Adjustment","[{\"question\":\"What is the purpose of the example in Figure 67-5G?\",\"answer\":\"It demonstrates how to calculate seat elevations for steel-beam or plate-girder installations and how to verify the adjusted results.\"},{\"question\":\"How are the profile-grade elevation values adjusted in the table?\",\"answer\":\"They are adjusted to account for bridge skew and the vertical alignment of the profile-grade line, as stated in the note.\"},{\"question\":\"Which values are used to compute the calculated seat elevation?\",\"answer\":\"The example uses deck reference elevations, control dimensions, beam web and flange plate dimensions, shim and bearing thickness values, and related adjustments to produce the calculated seat elevations.\"}]","Figure 67-5G - Seat Elevations for Steel-Beam or Plate-Girder Example | PDF",1787859015,3,{"code":4,"msg":30,"data":31},"ok",{"site_id":23,"language":22,"slug":32,"title":13,"keywords":33,"description":14,"schema_data":34,"social_meta":85,"head_meta":87,"extra_data":89,"updated_unix":27},"figure-67-5g-seat-elevations-for-steel-beam-or-plate-girder-example","",{"@graph":35,"@context":84},[36,52,67],{"@type":37,"itemListElement":38},"BreadcrumbList",[39,43,47,49],{"item":40,"name":41,"@type":42,"position":20},"https://docshare.wps.com","Home","ListItem",{"item":44,"name":45,"@type":42,"position":46},"https://docshare.wps.com/document/","Document",2,{"item":48,"name":12,"@type":42,"position":28},"https://docshare.wps.com/document/technology/",{"item":50,"name":13,"@type":42,"position":51},"https://docshare.wps.com/document/figure-67-5g-seat-elevations-for-steel-beam-or-plate-girder-example/152295/",4,{"url":50,"name":13,"@type":53,"author":54,"headline":13,"publisher":56,"fileFormat":59,"inLanguage":22,"description":14,"dateModified":60,"datePublished":61,"encodingFormat":59,"isAccessibleForFree":62,"interactionStatistic":63},"DigitalDocument",{"name":9,"@type":55},"Person",{"url":40,"name":57,"@type":58},"DocShare","Organization","application/pdf","2026-09-04","2026-08-27",true,{"@type":64,"interactionType":65,"userInteractionCount":20},"InteractionCounter",{"@type":66},"ViewAction",{"@type":68,"mainEntity":69},"FAQPage",[70,76,80],{"name":71,"@type":72,"acceptedAnswer":73},"What is the purpose of the example in Figure 67-5G?","Question",{"text":74,"@type":75},"It demonstrates how to calculate seat elevations for steel-beam or plate-girder installations and how to verify the adjusted results.","Answer",{"name":77,"@type":72,"acceptedAnswer":78},"How are the profile-grade elevation values adjusted in the table?",{"text":79,"@type":75},"They are adjusted to account for bridge skew and the vertical alignment of the profile-grade line, as stated in the note.",{"name":81,"@type":72,"acceptedAnswer":82},"Which values are used to compute the calculated seat elevation?",{"text":83,"@type":75},"The example uses deck reference elevations, control dimensions, beam web and flange plate dimensions, shim and bearing thickness values, and related adjustments to produce the calculated seat elevations.","https://schema.org",{"og:url":50,"og:type":86,"og:title":13,"og:site_name":57,"og:description":14},"article",{"robots":88,"canonical":50},"index,follow",{"doc_id":7,"site_id":23},{"code":4,"msg":5,"data":91},[92,96,100,104,109,112,117,122,127,130,134],{"id":20,"doc_module":4,"doc_module_name":45,"category_name":93,"show_sort_weight":94,"slug":95},"Story & Novel",90,"story-novel",{"id":46,"doc_module":4,"doc_module_name":45,"category_name":97,"show_sort_weight":98,"slug":99},"Literature",80,"literature",{"id":51,"doc_module":4,"doc_module_name":45,"category_name":101,"show_sort_weight":102,"slug":103},"Exam",70,"exam",{"id":105,"doc_module":4,"doc_module_name":45,"category_name":106,"show_sort_weight":107,"slug":108},5,"Comic",60,"comic",{"id":11,"doc_module":4,"doc_module_name":45,"category_name":12,"show_sort_weight":110,"slug":111},50,"technology",{"id":113,"doc_module":4,"doc_module_name":45,"category_name":114,"show_sort_weight":115,"slug":116},7,"Healthcare",40,"healthcare",{"id":118,"doc_module":4,"doc_module_name":45,"category_name":119,"show_sort_weight":120,"slug":121},8,"Research & Report",30,"research-report",{"id":123,"doc_module":4,"doc_module_name":45,"category_name":124,"show_sort_weight":125,"slug":126},9,"Religion & Spirituality",20,"religion-spirituality",{"id":125,"doc_module":4,"doc_module_name":45,"category_name":128,"show_sort_weight":125,"slug":129},"World Cup","world-cup",{"id":131,"doc_module":4,"doc_module_name":45,"category_name":132,"show_sort_weight":131,"slug":133},10,"Lifestyle","lifestyle",{"id":135,"doc_module":4,"doc_module_name":45,"category_name":136,"show_sort_weight":105,"slug":137},19,"General","general"]