[et_pb_section fb_built=”1″ fullwidth=”on” _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_fullwidth_header title=”Talren” admin_label=”T\u00edtulo de anchura completa” _builder_version=”4.27.4″ _module_preset=”default” title_font=”–et_global_heading_font|700|||||||” title_font_size=”54px” background_image=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/cap-talren.jpg” min_height=”403px” custom_margin=”0px||||false|false” custom_padding=”271px||||false|false” text_shadow_style=”preset3″ text_shadow_horizontal_length=”0.06em” text_shadow_vertical_length=”0.59em” global_colors_info=”{}”][\/et_pb_fullwidth_header][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.27.0″ _module_preset=”default” custom_padding=”||0px|||” global_colors_info=”{}”][et_pb_row _builder_version=”4.27.0″ _module_preset=”default” custom_padding=”0px||4px|||” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” global_colors_info=”{}”]<\/p>\n
Talren v6 allows for the verification of the stability of natural slopes, embankments, dams, dikes, and retaining walls, taking into account various types of reinforcements.<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”3_4,1_4″ _builder_version=”4.27.4″ _module_preset=”default” min_height=”2052px” custom_padding=”31px||||false|false” global_colors_info=”{}”][et_pb_column type=”3_4″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/08\/Image11-1.png” _builder_version=”4.27.0″ _module_preset=”default” max_width=”100%” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Geotechnical structure stability analysis” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h2″ title_font=”|700|||||||” title_text_color=”#5b5b5b” title_font_size=”22px” title_line_height=”1.4em” min_height=”41px” max_height=”853px” custom_margin=”||0px||false|false” global_colors_info=”{}”][\/et_pb_heading][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”||12px||false|false” custom_padding=”0px|||||” global_colors_info=”{}”]<\/p>\n
<\/em>Proven analytical methods<\/strong><\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”0px||0px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”0px||12px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n <\/strong>The Contribution of failure calculation<\/strong><\/p>\n [\/et_pb_text][et_pb_text admin_label=”Texto” _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” min_height=”43px” custom_margin=”0px||18px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n This method, based on the theory of failure calculation (J. Salen\u00e7on) for logarithmic spiral arcs, allows for numerous extended applications.<\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”||12px||false|false” custom_padding=”0px|||||” global_colors_info=”{}”]<\/p>\n Specific treatment for each type of reinforcement<\/strong><\/p>\n [\/et_pb_text][et_pb_text admin_label=”Texto” _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” min_height=”43px” custom_margin=”0px||18px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n Combination of different failure criteria for the soil and inclusions working in tension, compression, shear, and bending to evaluate the maximum force that can be mobilized in the reinforcement.<\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”||12px||false|false” custom_padding=”0px|||||” global_colors_info=”{}”]<\/p>\n Current standards and recommendations<\/strong><\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” min_height=”62.9px” custom_margin=”0px||18px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n The Talren v6 software incorporates the specifics of the NF P 94 270 standard (October 2020) for the calculation of nailed walls and the specifics of NF P 94-281 standard for the retaining walls.<\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”0px||12px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n An ergonomic interface<\/strong><\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” min_height=”92.9px” custom_margin=”0px||18px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n Management of different execution phases and calculation situations of a project.<\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Talren-interface.jpg” title_text=”Talren – interface” _builder_version=”4.27.4″ _module_preset=”default” max_width=”100%” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Retaining wall stability analysis” _builder_version=”4.27.0″ _module_preset=”default” title_level=”h2″ title_font=”|700|||||||” title_text_color=”#5b5b5b” title_font_size=”22px” title_line_height=”1.4em” min_height=”41px” custom_margin=”||0px||false|false” global_colors_info=”{}”][\/et_pb_heading][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”0px||12px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n General, local external and internal stability<\/strong><\/strong><\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” global_colors_info=”{}”]<\/p>\n Talren v6 allows for the analysis of general, external local, and internal stability issues of gravity walls, L or T-shaped walls with or without footings, reinforced concrete cellular walls or gabion walls (rockfill) or masonry walls. The wall justification is conducted in accordance with the NF P 94-281 standard. The action combinations required by Eurocode 7 can be generated automatically with the possibility of defining custom action combinations. Numerical justifications are carried out for each combination and presented in detail. This additional calculation module is offered as a paid option. <\/strong><\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Talren-Muro-Estabilidad-general-externa-e-interna.png” title_text=”Talren – Wall – General external and internal stability” _builder_version=”4.27.4″ _module_preset=”default” max_width=”100%” global_colors_info=”{}”][\/et_pb_image][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”0px||12px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n Active and passive earth pressure search module<\/strong><\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” global_colors_info=”{}”]<\/p>\n This module exploits the capabilities of the kinematic method of failure calculation to automatically adjust the limit push or passive pressure diagrams along a vertical or inclined line placed anywhere in the Talren model. These diagrams can be used as input data for the calculation of a flexible retaining walls (using K-R\u00e9a) or rigides retaining walls (using Talren). <\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Talren-Modulo-empuje-activo-y-pasivo.jpg” title_text=”Talren – Active and passive thrust module” _builder_version=”4.27.4″ _module_preset=”default” max_width=”100%” global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][et_pb_column type=”1_4″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2021\/12\/Icone_Talren-v01.png” title_text=”Icone_Talren – v01″ disabled_on=”on|off|off” _builder_version=”4.27.4″ _module_preset=”default” width=”66%” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Downloads” disabled_on=”on|off|off” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h2″ title_font=”|700|||||||” title_text_color=”#5b5b5b” title_font_size=”22px” title_line_height=”1.4em” min_height=”41px” custom_margin=”||0px||false|false” global_colors_info=”{}”][\/et_pb_heading][et_pb_text disabled_on=”on|off|off” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”]<\/p>\n Download software, guides or software updates here<\/a><\/strong><\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.27.0″ _module_preset=”default” custom_padding=”0px|||||” global_colors_info=”{}”][et_pb_row _builder_version=”4.27.4″ _module_preset=”default” custom_padding=”||0px|||” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_heading title=”Additional modules” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h2″ title_font=”|700|||||||” title_text_color=”#5b5b5b” title_font_size=”22px” title_line_height=”1.4em” min_height=”41px” custom_margin=”||0px||false|false” global_colors_info=”{}”][\/et_pb_heading][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=”4.27.4″ _module_preset=”default” custom_margin=”0px||||false|false” custom_padding=”0px||||false|false” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”0px||0px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n Talren v6 includes a new optimized calculation kernel, several new features, and additional modules to extend the application’s capabilities.<\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.27.0″ _module_preset=”default” custom_margin=”||0px||false|false” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”0px||12px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n “Pile” module<\/strong><\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” global_colors_info=”{}”]<\/p>\n This module allows for a more refined estimate of the resistant contribution along a representative reinforcement element type “nail” like a pile, an inclusion or a barrete working in flexure-shear. The calculation is based on an elasto-plastic “p-y” model considering the multilayer nature of the ground. <\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Talren-Madulo-pilote.jpg” title_text=”Talren – Pile module” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”0px||12px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n “Sensitivity” Module<\/strong><\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” global_colors_info=”{}”]<\/p>\n This module provides the ability to automatically conduct sensitivity studies to evaluate the influence of different model parameters on the stability of the analysed structure. It is also possible to conduct a reliability analysis that involves quantifying safety in terms of reliability index or failure probability (analysis based on the RSM method). <\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Talren-Madulo-sensibilidad.jpg” title_text=”Talren – Sensitivity module” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”0px||12px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n “Flow” Module<\/strong><\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” global_colors_info=”{}”]<\/p>\n This module allows for an integrated calculation, under steady-state conditions, of the interstitial pressure field to be considered for stability analyses. The calculation is based on a numerical solution of the Laplace equation considering the multilayer and anisotropic nature of the ground. <\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Talren-Madulo-flujo.jpg” title_text=”Talren – Flow module” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.27.4″ _module_preset=”default” custom_margin=”0px||||false|false” custom_padding=”14px||||false|false” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”0px||12px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n Internal stability of a nailed soil mass<\/strong><\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” global_colors_info=”{}”]<\/p>\n Talren v6 now allows for specifying and\/or automatically adjusting the head forces of nails necessary for verifying the internal stability of a nailed soil mass, in accordance with the requirements of the new NF P 94 270 standard from October 2020.<\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Talren-Madulo-suelo-anclado.jpg.jpg” title_text=”Talren – Anchored floor module.jpg” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”0px||12px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n Seismic aspects<\/strong><\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” global_colors_info=”{}”]<\/p>\n Talren v6 allows for the automatic search for the destabilizing seismic acceleration (the one leading to limit equilibrium) which can be used as input data for an integrated “Seismic” assistant in the software, allowing for empirical or analytical calculation of post-seismic irreversible displacements (Newmark-type model).<\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Talren-Aspectos-s\u00a1smicos.jpg” title_text=”Talren – Seismic aspects” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” text_text_color=”#FFFFFF” text_font_size=”18px” text_line_height=”1.6em” background_color=”#0C71C3″ custom_padding=”20px|20px|20px|20px|false|false” border_radii=”on|21px|21px|21px|21px” global_colors_info=”{}”]<\/p>\n Minimum required configuration<\/strong><\/p>\n <\/strong><\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row disabled_on=”off|on|on” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ admin_label=”Column” _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_divider _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_divider][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2021\/12\/Icone_Talren-v01.png” title_text=”Icone_Talren – v01″ disabled_on=”off|on|on” _builder_version=”4.27.4″ _module_preset=”default” width=”66%” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Downloads” disabled_on=”off|on|on” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h2″ title_font=”|700|||||||” title_text_color=”#5b5b5b” title_font_size=”22px” title_line_height=”1.4em” min_height=”41px” custom_margin=”||0px||false|false” global_colors_info=”{}”][\/et_pb_heading][et_pb_text disabled_on=”off|on|on” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”]<\/p>\n Download software, guides or software updates here<\/a><\/strong><\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Contact Form Section” _builder_version=”4.27.2″ background_color=”#0c71c3″ custom_padding=”60px||80px||false|false” animation_style=”zoom” animation_direction=”bottom” animation_intensity_zoom=”10%” saved_tabs=”all” global_colors_info=”{}” global_module=”3661″ theme_builder_area=”post_content”][et_pb_row admin_label=”Service Section Title” _builder_version=”4.27.0″ min_height=”100px” custom_margin=”||0px||false|false” custom_padding=”||0px||false|false” animation_style=”fade” animation_direction=”top” locked=”off” global_colors_info=”{}” theme_builder_area=”post_content”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||” theme_builder_area=”post_content”][et_pb_text admin_label=”Title” _builder_version=”4.27.0″ text_font=”Montserrat||||||||” text_text_color=”RGBA(255,255,255,0)” text_line_height=”1.9em” header_font=”||||||||” header_2_font=”Montserrat|700||on|||||” header_2_font_size=”42px” header_2_line_height=”1.3em” background_color=”RGBA(255,255,255,0)” background_size=”initial” background_position=”top_left” background_repeat=”repeat” text_orientation=”center” max_width=”700px” module_alignment=”center” animation_style=”slide” animation_direction=”bottom” animation_intensity_slide=”4%” global_colors_info=”{}” theme_builder_area=”post_content”]<\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=”4.27.4″ _module_preset=”default” max_width=”809px” custom_margin=”23px|auto||auto|false|false” custom_padding=”0px||3px|||” global_colors_info=”{}” theme_builder_area=”post_content”][et_pb_column type=”4_4″ _builder_version=”4.27.2″ _module_preset=”default” custom_padding=”0px|0px|0px|0px|false|false” global_colors_info=”{}” theme_builder_area=”post_content”][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_text_color=”#FFFFFF” text_orientation=”center” width=”100%” module_alignment=”center” min_height=”72.4px” global_colors_info=”{}” theme_builder_area=”post_content”]<\/p>\n If you have any questions about our services, software or courses, please do not hesitate to contact us by telephone on +34 623 005 258<\/a>, by e-mail: 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various types of reinforcements.Proven analytical methods Limit equilibrium calculation using Bishop, Fellenius or perturbation methods. Consideration of hydraulic conditions. Consideration of seismic loads using the pseudo-static method. The Contribution of failure calculationThis method, based […]<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-2913","page","type-page","status-publish","hentry"],"yoast_head":"\n\n
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CONTACT<\/span><\/h2>\n