<\/p>\n\n\n\n
1) IgentForm \u2013 Calculation of theoretical reinforcement areas for beams and columns<\/p>\n\n\n\n
2) IgentForm \u2013 Consideration of distributed loads from slabs after calculations using the LTD method in FEM calculations (Robot)<\/p>\n\n\n\n
3) IgentForm \u2013 Possibility to define support stiffness for rotation (reduction of bending moments)<\/p>\n\n\n\n
4) IgentForm \u2013 Display of a table with detailed results for beams and columns (bending moments, shear forces, theoretical reinforcement areas)<\/p>\n\n\n\n
5) Calculator of theoretical reinforcement areas (compression, bending, compression with uniaxial bending, shear) according to BAEL91 mod.99 and EN-1991-1-1<\/p>\n\n\n\n
6) IgentDraw \u2013 Import of theoretical reinforcement areas for columns from IgentForm<\/p>\n\n\n\n
7) IgentDraw \u2013 Display of actual reinforcement areas for columns for a given reinforcement scheme<\/p>\n\n\n\n
8) IgentForm \u2013 Possibility to specify horizontal offset for beams<\/p>\n\n\n\n
8) IgentForm \u2013 Possibility to automatically calculate gamma angles for columns if they are on a curve<\/p>\n\n\n\n
9) IgentForm \u2013 Possibility to specify different elevation layouts and materials for different floors in the same solid<\/p>\n\n\n\n
10) IgentForm – Possibility to position a group of openings consisting of several openings relative to the center of the group<\/p>\n\n\n\n
11) IgentForm \u2013 Possibility to generate columns placed on the contour lines of the solid and corner columns as vertical columns over the entire height of the solid<\/p>\n\n\n\n
12) IgentForm \u2013 Possibility to disable wall generation on any level of the solid<\/p>\n\n\n\n
13) IgentForm – Possibility to automatically generate balconies<\/p>\n\n\n\n
14) IgentForm \u2013 Possibility to analyze the solar energy reaching the building and optimize it based on the position of the building relative to the coordinate system.<\/p>\n\n\n\n
15) Correction of found and reported errors<\/p>\n\n\n\n
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1) IgentForm \u2013 Calculation of theoretical reinforcement areas for beams and columns 2) IgentForm \u2013 Consideration of distributed loads from slabs after calculations using the LTD method in FEM calculations (Robot) 3) IgentForm \u2013 Possibility to define support stiffness for rotation (reduction of bending moments) 4) IgentForm \u2013 Display of a table with detailed results […]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[1],"tags":[],"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/igentform.com\/en\/wp-json\/wp\/v2\/posts\/4421"}],"collection":[{"href":"https:\/\/igentform.com\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/igentform.com\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/igentform.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/igentform.com\/en\/wp-json\/wp\/v2\/comments?post=4421"}],"version-history":[{"count":1,"href":"https:\/\/igentform.com\/en\/wp-json\/wp\/v2\/posts\/4421\/revisions"}],"predecessor-version":[{"id":4422,"href":"https:\/\/igentform.com\/en\/wp-json\/wp\/v2\/posts\/4421\/revisions\/4422"}],"wp:attachment":[{"href":"https:\/\/igentform.com\/en\/wp-json\/wp\/v2\/media?parent=4421"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/igentform.com\/en\/wp-json\/wp\/v2\/categories?post=4421"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/igentform.com\/en\/wp-json\/wp\/v2\/tags?post=4421"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}