[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-1-en-105":3,"doc-seo-243960-105":53,"doc-detail-243960-en":126},{"code":4,"msg":5,"data":6},0,"success",[7,14,19,24,29,34,39,44,49],{"id":8,"doc_module":9,"doc_module_name":10,"category_name":11,"show_sort_weight":12,"slug":13},11,1,"Template","Presentations",90,"presentations",{"id":15,"doc_module":9,"doc_module_name":10,"category_name":16,"show_sort_weight":17,"slug":18},12,"Resumes",80,"resumes",{"id":20,"doc_module":9,"doc_module_name":10,"category_name":21,"show_sort_weight":22,"slug":23},14,"Invoices",70,"invoices",{"id":25,"doc_module":9,"doc_module_name":10,"category_name":26,"show_sort_weight":27,"slug":28},15,"Posters",60,"posters",{"id":30,"doc_module":9,"doc_module_name":10,"category_name":31,"show_sort_weight":32,"slug":33},16,"Social Media",50,"social-media",{"id":35,"doc_module":9,"doc_module_name":10,"category_name":36,"show_sort_weight":37,"slug":38},17,"Forms",40,"forms",{"id":40,"doc_module":9,"doc_module_name":10,"category_name":41,"show_sort_weight":42,"slug":43},18,"Letters",30,"letters",{"id":45,"doc_module":9,"doc_module_name":10,"category_name":46,"show_sort_weight":47,"slug":48},21,"Paper Templates",5,"papers-templates",{"id":50,"doc_module":9,"doc_module_name":10,"category_name":51,"show_sort_weight":4,"slug":52},158,"General","general-158",{"code":4,"msg":54,"data":55},"ok",{"site_id":56,"language":57,"slug":58,"title":59,"keywords":60,"description":61,"schema_data":62,"social_meta":119,"head_meta":121,"extra_data":123,"updated_unix":125},105,"en","roterra-piling-helical-piles-tiebacks-anchors-ultimate-capacity-based-upon-torque","Roterra Piling Helical Piles - Tiebacks & Anchors - Ultimate Capacity Based Upon Torque","","Roterra Piling helical piles, tiebacks, and anchors product specification table focusing on ultimate load capacity derived from torque. The content lists multiple models and details key design parameters including section geometry, yield strength, and corresponding compression and tension capacities expressed in kips and kN. For each model, the helix bearing plate grades and thicknesses are provided, along with the section coupling method (bolt or weld) and the applicable building code certifications or none.",{"@graph":63,"@context":118},[64,80,101],{"@type":65,"itemListElement":66},"BreadcrumbList",[67,71,74,77],{"item":68,"name":69,"@type":70,"position":9},"https://docshare.wps.com","Home","ListItem",{"item":72,"name":10,"@type":70,"position":73},"https://docshare.wps.com/template/",2,{"item":75,"name":36,"@type":70,"position":76},"https://docshare.wps.com/template/forms/",3,{"item":78,"name":59,"@type":70,"position":79},"https://docshare.wps.com/template/roterra-piling-helical-piles-tiebacks-anchors-ultimate-capacity-based-upon-torque/243960/",4,{"url":78,"name":59,"@type":81,"image":82,"author":87,"headline":59,"publisher":90,"fileFormat":93,"inLanguage":57,"description":61,"dateModified":94,"datePublished":95,"encodingFormat":93,"isAccessibleForFree":96,"interactionStatistic":97},"DigitalDocument",{"url":83,"@type":84,"width":85,"height":86},"https://docshare.wps.com/thumbnails/roterra-piling-helical-piles-tiebacks-anchors-ultimate-capacity-based-upon-torque/243960.png","ImageObject",442,249,{"name":88,"@type":89},"Cipher","Person",{"url":68,"name":91,"@type":92},"DocShare","Organization","application/pdf","2026-10-17","2026-09-12",true,{"@type":98,"interactionType":99,"userInteractionCount":73},"InteractionCounter",{"@type":100},"ViewAction",{"@type":102,"mainEntity":103},"FAQPage",[104,110,114],{"name":105,"@type":106,"acceptedAnswer":107},"What is the primary basis for the capacities listed in this table?","Question",{"text":108,"@type":109},"The table provides ultimate capacity based upon torque, with capacities shown as compression and tension values.","Answer",{"name":111,"@type":106,"acceptedAnswer":112},"Which coupling methods are listed for the pile sections?",{"text":113,"@type":109},"Section coupling methods include bolt and weld or bolt, depending on the model.",{"name":115,"@type":106,"acceptedAnswer":116},"What additional qualification details are provided besides capacity?",{"text":117,"@type":109},"Each model includes helix bearing plate grade and thickness and indicates building code certifications (or none).","https://schema.org",{"og:url":78,"og:type":120,"og:title":59,"og:site_name":91,"og:description":61},"article",{"robots":122,"canonical":78},"index,follow",{"doc_id":124,"site_id":56},243960,1792201980,{"code":4,"msg":5,"data":127},{"doc_id":124,"user_id":128,"nickname":88,"user_avatar":129,"doc_module":9,"category_id":35,"category_name":36,"doc_title":59,"doc_description":61,"doc_content":130,"file_id":131,"file_url":132,"file_type":133,"file_size":134,"view_count":73,"is_deleted":4,"is_public":9,"is_downloadable":9,"audit_status":9,"page_count":79,"language":135,"language_code":57,"site_id":56,"html_lang":57,"table_of_contents":136,"faqs":137,"seo_title":138,"seo_description":61,"update_tm":139,"read_time":73},687208528416,"https://ap-avatar.wpscdn.com/davatar_9964176cb1d06d4a9deccf72a44ae3dc","| Roterra Piling\u003Cbr>Helical Piles,Tiebacks & Anchors |  | Ultimate Capacity Based Upon Torque ( kips-kN )\u003Cbr>(1) (2) | Helix\u003Cbr>Bearing\u003Cbr>Plate Grade & Thickness\u003Cbr>( in-mm ) | Section Coupling Method | Building Code\u003Cbr>Certifications |\n| --- | --- | --- | --- | --- | --- |\n| Round Corner Square Bar (RCS) -Special Order |  |  |  |  |  |\n| Model RA SQ150 | 1.50 in-38.1 mm\u003Cbr>Yield Strength = 90 ksi (min) | Compression = 57 kips-254 kN Tension = 57 kips-254 kN | ASTM A656 Grade 80\u003Cbr>0.375 in-9.5mm\u003Cbr>0.500-12.7mm | Bolt | None |\n| Model RA SQ175 | 1.75 in-44.5 mm\u003Cbr>Yield Strength = 90 ksi (min) | Compression = 105 kips-467 kN Tension = 105 kips-467 kN | ASTM A656 Grade 80\u003Cbr>0.375 in-9.5mm\u003Cbr>0.500-12.7mm | Bolt | None |\n| Model RA SQ200 | 2.00 in-50.8 mm\u003Cbr>Yield Strength = 90 ksi (min) | Compression = 150 kips-667 kN Tension = 150 kips-667 kN | ASTM A656 Grade 80\u003Cbr>0.375 in-9.5mm\u003Cbr>0.500-12.7mm | Bolt | None |\n| Round Shaft |  |  |  |  |  |\n| Model RP158-145 | O. D. = 1.625 in-41 .3mm Wall = 0. 145\" -3.68mm std\u003Cbr>Yield Strength Range = 45-70 ksi | Compression = 23 kips-102 kN Tension = 23 kips-102 kN | CSA G40.21-13 44W/50W / ASTM A36 / ASTM A572-50\u003Cbr>0.375 in-9.5mm\u003Cbr>0.500-12.7mm | Bolt | None |\n| Model RP178-145 | O. D. = 1.875 in-47 .6mm Wall = 0. 145\" -3.68mm std\u003Cbr>Yield Strength Range = 45-70 ksi | Compression = 27 kips-120 kN Tension = 27 kips-120 kN | CSA G40.21-13 44W/50W / ASTM A36 / ASTM A572-50\u003Cbr>0.375 in-9.5mm\u003Cbr>0.500-12.7mm | Bolt | None |\n| Model RP190-145 | O. D. = 1.9 in-48 .3mm Wall = 0. 145\" -3.68mm std\u003Cbr>Yield Strength Range = 45-70 ksi | Compression = 27 kips-120 kN Tension = 27 kips-120 kN | CSA G40.21-13 44W/50W / ASTM A36 / ASTM A572-50\u003Cbr>0.375 in-9.5mm\u003Cbr>0.500-12.7mm | Bolt | None |\n| Model RP238-154 | O. D. = 2.375 in-60mm Wall = 0. 154\" -3.9mm std\u003Cbr>Yield Strength Range = 45-70 ksi | Compression = 37 kips-164 kN Tension = 37 kips-164 kN | CSA G40.21-13 44W/50W / ASTM A36 / ASTM A572-50\u003Cbr>0.375 in-9.5mm\u003Cbr>0.500-12.7mm | Bolt | None |\n| Model RP238-190 | O. D. = 2.375 in-60mm Wall = 0. 190\" -4.8mm std\u003Cbr>Yield Strength Range = 45-70 ksi | Compression = 44 kips-195 kN Tension = 44 kips-195 kN | CSA G40.21-13 44W/50W / ASTM A36 / ASTM A572-50\u003Cbr>0.375 in-9.5mm\u003Cbr>0.500-12.7mm | Bolt | None |\n| Model RP278-217 | O. D. = 2.875 in-73mm Wall = 0.217\" -5.5mm std\u003Cbr>Yield Strength Range = 45-70 ksi | Compression = 63 kips-277 kN Tension = 63 kips-277 kN | CSA G40.21-13 44W/50W / ASTM A36 / ASTM A572-50\u003Cbr>0.375 in-9.5mm\u003Cbr>0.500-12.7mm | Bolt | CCMC 14027-R |\n| Model RP278-276 | O. D. = 2.875 in-73mm Wall = 0.276\" -7.0mm std\u003Cbr>Yield Strength Range = 45-70 ksi | Compression = 77 kips-342 kN Tension = 77 kips-342 kN | CSA G40.21-13 44W/50W / ASTM A36 / ASTM A572-50\u003Cbr>0.375 in-9.5mm\u003Cbr>0.500-12.7mm | Bolt | CCMC 14027-R |\n| Model RP312-216 | O. D. = 3.5 in-89mm Wall = 0.216\" -5.5mm std\u003Cbr>Yield Strength Range = 45-70 ksi | Compression = 76 kips-337 kN Tension = 76 kips-337 kN | CSA G40.21-13 44W/50W / ASTM A36 / ASTM A572-50\u003Cbr>0.375 in-9.5mm\u003Cbr>0.500-12.7mm | Bolt | CCMC 14027-R |\n| Model RP312-254 | O. D. = 3.5 in-89mm Wall = 0.254\" -6.5mm std\u003Cbr>Yield Strength Range = 45-70 ksi | Compression = 89 kips-395 kN Tension = 89 kips-395 kN | CSA G40.21-13 44W/50W / ASTM A36 / ASTM A572-50\u003Cbr>0.375 in-9.5mm\u003Cbr>0.500-12.7mm | Bolt | CCMC 14027-R |\n| Model RP400-250 | O. D. = 4.00 in-101.6mm Wall = 0.250\" -6.35mm std\u003Cbr>Yield Strength Range = 45-70 ksi | Compression = 101 kips-450 kN Tension = 101 kips-450 kN | CSA G40.21-13 44W/50W / ASTM A36 / ASTM A572-50\u003Cbr>0.375 in-9.5mm\u003Cbr>0.500-12.7mm\u003Cbr>0.625 in-15.9mm\u003Cbr>0.75 in-19. 1mm | Bolt | None |\n| Model RP412-237 | O. D. = 4.50 in-114mm Wall = 0.237\" -6.02mm std\u003Cbr>Yield Strength Range = 45-70 ksi | Compression = 110 kips-489 kN Tension = 115 kips-489 kN | CSA G40.21-13 44W/50W / ASTM A36 / ASTM A572-50\u003Cbr>0.375 in-9.5mm\u003Cbr>0.500-12.7mm\u003Cbr>0.625 in-15.9mm\u003Cbr>0.75 in-19. 1mm | Bolt | CCMC 14027-R |\n| Model RP412-250 | O. D. = 4.50 in-114mm Wall = 0.250\" ","cbCaiuVzz7ecwXR9","https://ap.wps.com/l/cbCaiuVzz7ecwXR9","pdf",135835,"English","# Roterra Piling Helical Piles, Tiebacks & Anchors\n## Ultimate capacity based upon torque\n## Helix bearing plate grade and thickness\n## Section coupling method\n## Building code certifications","[{\"question\":\"What is the primary basis for the capacities listed in this table?\",\"answer\":\"The table provides ultimate capacity based upon torque, with capacities shown as compression and tension values.\"},{\"question\":\"Which coupling methods are listed for the pile sections?\",\"answer\":\"Section coupling methods include bolt and weld or bolt, depending on the model.\"},{\"question\":\"What additional qualification details are provided besides capacity?\",\"answer\":\"Each model includes helix bearing plate grade and thickness and indicates building code certifications (or none).\"}]","Roterra Piling Helical Piles - Tiebacks & Anchors - Ultimate Capacity Based Upon Torque | PDF",1789210305]