[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-193148-105":3,"detail-sidebar-cat-1-en-105":81,"doc-detail-193148-en":127},{"code":4,"msg":5,"data":6},0,"ok",{"site_id":7,"language":8,"slug":9,"title":10,"keywords":11,"description":12,"schema_data":13,"social_meta":74,"head_meta":76,"extra_data":78,"updated_unix":80},105,"en","inve_mem_2016_242496","INVE_MEM_2016_242496","","The provided images depict structural analysis diagrams, focusing on the behavior of structural elements under bending and potential failure points. The 'SECCIÓN' view, or cross-section, illustrates the distribution of bending moments (m1+ and m1-) and the displacement (δ) in a vertical plane. The 'ALZADO' (elevation) view shows the overall structure with dimensions H (height) and L (length), marking lines of rupture for negative and positive moments, indicating locations where the structure is most likely to fail under tensile and compressive stresses due to bending. The 'PLANTA' (plan) view displays the same structure from above, showing bending moments (m2+ and m2-) and displacement (δ) in a horizontal plane. These diagrams are crucial for engineers to understand how structures will deform and where critical stress concentrations occur, allowing for the design of safer and more robust buildings and infrastructure. The detailed marking of rupture lines highlights areas requiring particular attention in structural design to prevent catastrophic failure.",{"@graph":14,"@context":73},[15,34,56],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/template/","Template",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/template/general/","General",3,{"item":32,"name":10,"@type":21,"position":33},"https://docshare.wps.com/template/inve_mem_2016_242496/193148/",4,{"url":32,"name":10,"@type":35,"image":36,"author":41,"headline":10,"publisher":44,"fileFormat":47,"inLanguage":8,"description":12,"dateModified":48,"datePublished":49,"encodingFormat":47,"isAccessibleForFree":50,"interactionStatistic":51},"DigitalDocument",{"url":37,"@type":38,"width":39,"height":40},"https://docshare.wps.com/thumbnails/inve_mem_2016_242496/193148.png","ImageObject",442,249,{"name":42,"@type":43},"Putri","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-05","2026-09-03",true,{"@type":52,"interactionType":53,"userInteractionCount":55},"InteractionCounter",{"@type":54},"ViewAction",6,{"@type":57,"mainEntity":58},"FAQPage",[59,65,69],{"name":60,"@type":61,"acceptedAnswer":62},"What do the 'm1+' and 'm1-' notations represent in the cross-section view?","Question",{"text":63,"@type":64},"In the 'SECCIÓN' view, 'm1+' and 'm1-' represent the positive and negative bending moments, respectively, acting on the structural element in the vertical plane.","Answer",{"name":66,"@type":61,"acceptedAnswer":67},"What is the significance of the 'líneas de rotura a momentos negativos' and 'líneas de rotura a momentos positivos' in the elevation view?",{"text":68,"@type":64},"These lines indicate the predicted fracture points or zones of critical stress due to negative and positive bending moments, respectively, in the elevation view. They highlight areas where structural failure is most likely to initiate.",{"name":70,"@type":61,"acceptedAnswer":71},"How does the plan view contribute to structural analysis?",{"text":72,"@type":64},"The 'PLANTA' view shows the bending moments (m2+ and m2-) and displacement (δ) in the horizontal plane, providing insight into the structure's behavior and potential failure mechanisms when subjected to forces that cause lateral bending.","https://schema.org",{"og:url":32,"og:type":75,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":77,"canonical":32},"index,follow",{"doc_id":79,"site_id":7},193148,1788426306,{"code":4,"msg":82,"data":83},"success",[84,89,94,99,104,109,114,119,124],{"id":85,"doc_module":22,"doc_module_name":25,"category_name":86,"show_sort_weight":87,"slug":88},11,"Presentations",90,"presentations",{"id":90,"doc_module":22,"doc_module_name":25,"category_name":91,"show_sort_weight":92,"slug":93},12,"Resumes",80,"resumes",{"id":95,"doc_module":22,"doc_module_name":25,"category_name":96,"show_sort_weight":97,"slug":98},14,"Invoices",70,"invoices",{"id":100,"doc_module":22,"doc_module_name":25,"category_name":101,"show_sort_weight":102,"slug":103},15,"Posters",60,"posters",{"id":105,"doc_module":22,"doc_module_name":25,"category_name":106,"show_sort_weight":107,"slug":108},16,"Social Media",50,"social-media",{"id":110,"doc_module":22,"doc_module_name":25,"category_name":111,"show_sort_weight":112,"slug":113},17,"Forms",40,"forms",{"id":115,"doc_module":22,"doc_module_name":25,"category_name":116,"show_sort_weight":117,"slug":118},18,"Letters",30,"letters",{"id":120,"doc_module":22,"doc_module_name":25,"category_name":121,"show_sort_weight":122,"slug":123},21,"Paper Templates",5,"papers-templates",{"id":125,"doc_module":22,"doc_module_name":25,"category_name":29,"show_sort_weight":4,"slug":126},158,"general-158",{"code":4,"msg":82,"data":128},{"doc_id":79,"user_id":129,"nickname":42,"user_avatar":130,"doc_module":22,"category_id":125,"category_name":29,"doc_title":10,"doc_description":12,"doc_content":11,"file_id":131,"file_url":132,"file_type":133,"file_size":134,"view_count":55,"is_deleted":4,"is_public":22,"is_downloadable":22,"audit_status":22,"page_count":85,"language":135,"language_code":8,"site_id":7,"html_lang":8,"table_of_contents":136,"faqs":137,"seo_title":138,"seo_description":12,"update_tm":80,"read_time":33},962085571259,"https://ap-avatar.wpscdn.com/davatar_29158cc5080c5b710cf443261637dec0","cbCaikcdXB44RC4j","https://ap.wps.com/l/cbCaikcdXB44RC4j","pdf",1933613,"English","# Structural Analysis Diagrams\n## Cross-Section View\n## Elevation View\n## Plan View","[{\"question\":\"What do the 'm1+' and 'm1-' notations represent in the cross-section view?\",\"answer\":\"In the 'SECCIÓN' view, 'm1+' and 'm1-' represent the positive and negative bending moments, respectively, acting on the structural element in the vertical plane.\"},{\"question\":\"What is the significance of the 'líneas de rotura a momentos negativos' and 'líneas de rotura a momentos positivos' in the elevation view?\",\"answer\":\"These lines indicate the predicted fracture points or zones of critical stress due to negative and positive bending moments, respectively, in the elevation view. They highlight areas where structural failure is most likely to initiate.\"},{\"question\":\"How does the plan view contribute to structural analysis?\",\"answer\":\"The 'PLANTA' view shows the bending moments (m2+ and m2-) and displacement (δ) in the horizontal plane, providing insight into the structure's behavior and potential failure mechanisms when subjected to forces that cause lateral bending.\"}]","INVE_MEM_2016_242496 | PDF"]