{"id":2955,"date":"2024-10-25T12:35:29","date_gmt":"2024-10-25T10:35:29","guid":{"rendered":"https:\/\/www.geodeltia.com\/scage\/"},"modified":"2025-02-28T17:47:31","modified_gmt":"2025-02-28T16:47:31","slug":"scage","status":"publish","type":"page","link":"https:\/\/www.geodeltia.com\/en\/scage\/","title":{"rendered":"Scage"},"content":{"rendered":"<p>[et_pb_section fb_built=&#8221;1&#8243; fullwidth=&#8221;on&#8221; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_fullwidth_header title=&#8221;Scage&#8221; admin_label=&#8221;T\u00edtulo de anchura completa&#8221; _builder_version=&#8221;4.27.2&#8243; _module_preset=&#8221;default&#8221; title_font=&#8221;&#8211;et_global_heading_font|700|||||||&#8221; title_font_size=&#8221;54px&#8221; background_image=&#8221;https:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/11\/cap_Scage-scaled.jpg&#8221; min_height=&#8221;403px&#8221; custom_margin=&#8221;0px||||false|false&#8221; custom_padding=&#8221;271px||||false|false&#8221; text_shadow_style=&#8221;preset3&#8243; text_shadow_horizontal_length=&#8221;0.06em&#8221; text_shadow_vertical_length=&#8221;0.59em&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_fullwidth_header][\/et_pb_section][et_pb_section fb_built=&#8221;1&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; custom_padding=&#8221;||0px|||&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_row _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; custom_padding=&#8221;0px||4px|||&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_heading title=&#8221;Structural analysis of geotechnical works&#8221; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; title_level=&#8221;h2&#8243; title_font=&#8221;|700|||||||&#8221; title_text_color=&#8221;#5b5b5b&#8221; title_font_size=&#8221;22px&#8221; title_line_height=&#8221;1.4em&#8221; min_height=&#8221;41px&#8221; custom_margin=&#8221;||0px||false|false&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_heading][et_pb_text _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; text_font_size=&#8221;18px&#8221; text_line_height=&#8221;1.6em&#8221; header_font=&#8221;&#8211;et_global_body_font|300|||||||&#8221; custom_margin=&#8221;||11px|||&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<p>Scage is a calculation software dedicated to the structural analysis of geotechnical works<\/p>\n<p>[\/et_pb_text][et_pb_text _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; text_font_size=&#8221;18px&#8221; text_line_height=&#8221;1.6em&#8221; header_font=&#8221;&#8211;et_global_body_font|300|||||||&#8221; min_height=&#8221;15.6px&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<p>Scage allows for determining the internal equilibrium of piles and diaphragm walls in accordance with Eurocode 2 (French and Belgian national annexes) and the French national application standards of Eurocode 7 (NF P 94-262 and NF P 94-282).<\/p>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;3_4,1_4&#8243; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; min_height=&#8221;548px&#8221; custom_padding=&#8221;31px||||false|false&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;3_4&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_image src=&#8221;https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Scage-Photo-intro-scaled.jpg&#8221; title_text=&#8221;Scage &#8211; Photo intro&#8221; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; max_width=&#8221;100%&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_image][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; disabled_on=&#8221;on|off|off&#8221; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_image src=&#8221;https:\/\/www.geodeltia.com\/wp-content\/uploads\/2021\/12\/Icone_Scage-v07.png&#8221; title_text=&#8221;Icone_Scage &#8211; v07&#8243; _builder_version=&#8221;4.27.2&#8243; _module_preset=&#8221;default&#8221; width=&#8221;66%&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_image][et_pb_heading title=&#8221;Downloads&#8221; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; title_level=&#8221;h2&#8243; title_font=&#8221;|700|||||||&#8221; title_text_color=&#8221;#5b5b5b&#8221; title_font_size=&#8221;22px&#8221; title_line_height=&#8221;1.4em&#8221; min_height=&#8221;41px&#8221; custom_margin=&#8221;||0px||false|false&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_heading][et_pb_text _builder_version=&#8221;4.27.2&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<p>Download software, guides or software updates<strong><a href=\"https:\/\/www.terrasol.fr\/en\/catalogue\/scage-v2\" target=\"_blank\" rel=\"noopener\"> here<\/a><\/strong><\/p>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_divider _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_divider][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=&#8221;1&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; custom_padding=&#8221;0px|||||&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_row column_structure=&#8221;1_2,1_2&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; text_font_size=&#8221;18px&#8221; text_line_height=&#8221;1.6em&#8221; header_font=&#8221;&#8211;et_global_body_font|300|||||||&#8221; custom_margin=&#8221;||12px||false|false&#8221; custom_padding=&#8221;||0px||false|false&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<p><strong>Piles<\/strong><\/p>\n<p>Scage offers two types of studies:<\/p>\n<ul>\n<li><strong>Simplified pre-dimensioning module:<\/strong> it allows for determining the necessary diameter and reinforcement ratio of piles to support one or several load combinations, and this for an infinite number of piles. It also allows for estimating the maximum forces at depth based on the forces applied at the top for each combination\/situation considered.<\/li>\n<li><strong>Detailed verification module:<\/strong> it allows the verification of a reinforcement cage for a set of internal force diagrams to be supported, derived from a foundation or retaining wall equilibrium calculation (import of loads from Foxta, K-R\u00e9a or Excel). The calculation is carried out phase by phase (ULS and SLS) in simple, compound or biaxial bending.  <\/li>\n<\/ul>\n<p>[\/et_pb_text][et_pb_image src=&#8221;https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Scage-Pilotes.png&#8221; title_text=&#8221;Scage &#8211; Piles&#8221; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_image][\/et_pb_column][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; text_font_size=&#8221;18px&#8221; text_line_height=&#8221;1.6em&#8221; header_font=&#8221;&#8211;et_global_body_font|300|||||||&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<p><strong>Diaphragm walls<br \/><\/strong><\/p>\n<p>Scage offers two types of studies:<\/p>\n<ul>\n<li><strong>Pre-dimensioning module:<\/strong> it allows for obtaining the necessary sections of longitudinal reinforcement at ULS and SLS as well as the necessary transverse reinforcement sections at ULS. The internal forces of the diaphragm wall are considered as input data from a soil-structure interaction calculation (SSI calculation carried out, for example, with K-R\u00e9a) taking into account the construction phases of the structure. The calculation is carried out for each phase in simple or compound bending.  <\/li>\n<li> <strong> Reinforcement cage verification module:<\/strong> it allows for verifying the adequacy of an actual reinforcement cage defined by each longitudinal steel bar and each small\/large stirrup. The center of gravity of the longitudinal steel is rigorously evaluated based on the bars present at each level. The crack opening calculation is carried out at all levels using the exact method.  <\/li>\n<\/ul>\n<p>[\/et_pb_text][et_pb_image src=&#8221;https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Scage-Muro-pantalla.jpg&#8221; title_text=&#8221;Scage &#8211; Screen wall&#8221; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_image][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;1_2,1_2&#8243; _builder_version=&#8221;4.27.2&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.27.2&#8243; _module_preset=&#8221;default&#8221; text_font_size=&#8221;18px&#8221; text_line_height=&#8221;1.6em&#8221; header_font=&#8221;&#8211;et_global_body_font|300|||||||&#8221; custom_margin=&#8221;|0px||0px|true|true&#8221; global_colors_info=&#8221;{}&#8221;]<strong>Key features: <\/strong>Structural analysis of piles: <\/p>\n<ul>\n<li>Import of internal stress diagrams from Foxta, K-R\u00e9a or Excel<\/li>\n<li> Processing of loads in 3 directions (X, Y, Z)<\/li>\n<li>Calculation in simple, compound or biaxial bending<\/li>\n<li> Generation of interaction diagrams Consideration of the shift in the bending moment diagram<\/li>\n<li> Calculation of minimum steel sections<\/li>\n<li>Calculation of the steel ratio of the cage<\/li>\n<\/ul>\n<p>[\/et_pb_text][et_pb_image src=&#8221;https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Scage-Analisis-estructural-pilotes.jpg&#8221; title_text=&#8221;Scage &#8211; Structural analysis of piles&#8221; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_image][\/et_pb_column][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.27.2&#8243; _module_preset=&#8221;default&#8221; text_font_size=&#8221;18px&#8221; text_line_height=&#8221;1.6em&#8221; header_font=&#8221;&#8211;et_global_body_font|300|||||||&#8221; global_colors_info=&#8221;{}&#8221;]<strong><br \/>\n<\/strong> Structural analysis of diaphragm walls: <\/p>\n<ul>\n<li>Import of internal force diagrams from K-R\u00e9a or Excel<\/li>\n<li>Calculation of necessary steel sections<\/li>\n<li>Calculation in simple and compound bending<\/li>\n<li>Calculation of minimum steel sections<\/li>\n<li>Calculation of crack opening by approximate and exact methods (crack control)<\/li>\n<\/ul>\n<p>[\/et_pb_text][et_pb_image src=&#8221;https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Scage-Analisis-estructural-muro-pantalla.png&#8221; title_text=&#8221;Scage &#8211; Structural diaphragm wall analysis&#8221; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_image][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=&#8221;4.27.2&#8243; _module_preset=&#8221;default&#8221; custom_margin=&#8221;0px||0px||true|false&#8221; custom_padding=&#8221;0px||0px||false|false&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.27.2&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.27.2&#8243; _module_preset=&#8221;default&#8221; text_font_size=&#8221;18px&#8221; text_line_height=&#8221;1.6em&#8221; header_font=&#8221;&#8211;et_global_body_font|300|||||||&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<p>General: <\/p>\n<ul>\n<li>Integrated and independent reinforced concrete calculator to quickly verify isolated sections<\/li>\n<li>Calculation of regulatory allowable stresses<\/li>\n<li>Detailed report printout <\/ul>\n<p>[\/et_pb_text][et_pb_image src=&#8221;https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Scage-General.jpg&#8221; title_text=&#8221;Scage &#8211; General&#8221; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; custom_margin=&#8221;||26px|||&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_image][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;1_3,1_3,1_3&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;1_3&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.27.2&#8243; _module_preset=&#8221;default&#8221; text_font_size=&#8221;18px&#8221; text_line_height=&#8221;1.6em&#8221; header_font=&#8221;&#8211;et_global_body_font|300|||||||&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<p><strong>Transparent tool<\/strong><\/p>\n<p><strong><\/strong><\/p>\n<ul>\n<li>Import of internal stress diagrams from Foxta, K-R\u00e9a or Excel<\/li>\n<li>Handling of stresses in 3 directions (X, Y, Z)<\/li>\n<li>Calculation in simple, compound or deflected bending<\/li>\n<li>Generation of interaction diagrams<br \/>Consideration of displacement of bending moment diagram<\/li>\n<li>Calculation of minimum steel sections<\/li>\n<li>Calculation of reinforcing steel ratio<\/li>\n<\/ul>\n<p>[\/et_pb_text][\/et_pb_column][et_pb_column type=&#8221;1_3&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; text_font_size=&#8221;18px&#8221; text_line_height=&#8221;1.6em&#8221; header_font=&#8221;&#8211;et_global_body_font|300|||||||&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<p><strong>User-friendly interface<\/strong><\/p>\n<p><strong><\/strong><\/p>\n<ul>\n<li>Flexible management of multiple scenarios to examine different solutions<\/li>\n<li>Synchronization with K-R\u00e9a calculation results<\/li>\n<li>Ability to work by unit length or on the width of a reinforcement cage<\/li>\n<li>Integrated data validation system<\/li>\n<li>Metric or imperial system.<\/li>\n<\/ul>\n<p>[\/et_pb_text][\/et_pb_column][et_pb_column type=&#8221;1_3&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_text _builder_version=&#8221;4.27.2&#8243; _module_preset=&#8221;default&#8221; text_text_color=&#8221;#FFFFFF&#8221; text_font_size=&#8221;18px&#8221; text_line_height=&#8221;1.6em&#8221; background_color=&#8221;#0C71C3&#8243; custom_padding=&#8221;20px|20px|20px|20px|false|false&#8221; border_radii=&#8221;on|21px|21px|21px|21px&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<p><strong>Minimum required configuration<\/strong><\/p>\n<p><strong><\/strong><\/p>\n<ul>\n<li>1.5 GHz or faster processor with at least 2 cores<\/li>\n<li>8 GB RAM or more<\/li>\n<li>Minimum resolution of 1366&#215;768<\/li>\n<li>USB port<\/li>\n<li>1 GB of available disk space<\/li>\n<li>Windows 10 or 11, 32 or 64-bit<\/li>\n<\/ul>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;1_4,1_4,1_4,1_4&#8243; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_column type=&#8221;1_4&#8243; disabled_on=&#8221;off|on|on&#8221; _builder_version=&#8221;4.27.4&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][et_pb_image src=&#8221;https:\/\/www.geodeltia.com\/wp-content\/uploads\/2021\/12\/Icone_Scage-v07.png&#8221; title_text=&#8221;Icone_Scage &#8211; v07&#8243; _builder_version=&#8221;4.27.2&#8243; _module_preset=&#8221;default&#8221; width=&#8221;66%&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_image][et_pb_heading title=&#8221;Downloads&#8221; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; title_level=&#8221;h2&#8243; title_font=&#8221;|700|||||||&#8221; title_text_color=&#8221;#5b5b5b&#8221; title_font_size=&#8221;22px&#8221; title_line_height=&#8221;1.4em&#8221; min_height=&#8221;41px&#8221; custom_margin=&#8221;||0px||false|false&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_heading][et_pb_text _builder_version=&#8221;4.27.2&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;]<\/p>\n<p>Download software, guides or software updates<strong><a href=\"https:\/\/www.terrasol.fr\/en\/catalogue\/scage-v2\" target=\"_blank\" rel=\"noopener\"> here<\/a><\/strong><\/p>\n<p>[\/et_pb_text][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.27.0&#8243; _module_preset=&#8221;default&#8221; global_colors_info=&#8221;{}&#8221;][\/et_pb_column][et_pb_column 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