{"id":79854,"date":"2022-06-02T17:04:07","date_gmt":"2022-06-02T15:04:07","guid":{"rendered":"https:\/\/www.geostru.eu\/shop\/fara-categorie\/calcolo-di-sezioni-in-cemento-armato\/"},"modified":"2025-07-12T18:21:08","modified_gmt":"2025-07-12T16:21:08","slug":"calcolo-di-sezioni-in-cemento-armato","status":"publish","type":"product","link":"https:\/\/www.geostru.eu\/ro\/shop\/software-ro\/calcolo-di-sezioni-in-cemento-armato\/","title":{"rendered":"Calculul sec\u021biunilor din beton armat &#8211; RC-SEC &#8211; IT"},"content":{"rendered":"<div class=\"wpb-content-wrapper\"><p>[vc_row][vc_column][vc_column_text]<\/p>\n<p style=\"text-align: justify\">\u00cen conformitate cu normele de proiectare din NTC 2018, nu mai sunt necesare verific\u0103ri ale rezisten\u021bei la tensiuni admisibile.<\/p>\n<p style=\"text-align: justify\">Aceste verific\u0103ri, cu referire la momentele de \u00eencovoiere rezistente, pot fi efectuate, dup\u0103 caz, \u00een urm\u0103toarele dou\u0103 moduri:<\/p>\n<ul style=\"text-align: justify\">\n<li style=\"list-style-type: none\">\n<ul>\n<li><strong>starea limit\u0103 ultim\u0103 (SLU)<\/strong> pentru toate combina\u021biile neseismice, \u00een timp ce pentru combina\u021biile seismice acestea pot fi efectuate numai pentru grinzi, st\u00e2lpi \u0219i pere\u021bi ai structurilor calculate ca disipative (cu clasa de ductilitate CD&#8217;A&#8217; sau CD&#8217;B&#8217;); toate combina\u021biile seismice ale structurilor de funda\u021bie sunt excluse din acest mod.<\/li>\n<li><strong>starea limit\u0103 de prima plasticitate<\/strong> (noua NTC 2018) este prev\u0103zut\u0103 pentru toate combina\u021biile seismice ale structurilor de funda\u021bie. \u00cen cazul structurilor de eleva\u021bie, trebuie s\u0103 se efectueze \u00eentotdeauna pentru combina\u021biile seismice ale structurilor calculate \u00een mod nedisipativ (\u00a77.2.2 NTC). Momentul de rezisten\u021b\u0103 \u00een acest caz se afl\u0103 \u00een intervalul substan\u021bial elastic \u0219i corespunde celei mai mici valori \u00eentre curbura la limita de curbur\u0103 a o\u021belului \u0219i cea de la deformarea maxim\u0103 a betonului (0,002).<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p style=\"text-align: justify\"><strong>Verific\u0103rile de ductilitate prev\u0103zute \u00een program sunt de dou\u0103 tipuri:<\/strong><\/p>\n<ul style=\"text-align: justify\">\n<li style=\"list-style-type: none\">\n<ul>\n<li><strong>indirect<\/strong> prin verificarea detaliilor de construc\u021bie. Pentru grinzi se verific\u0103 procentajele de arm\u0103turi \u00eentinse \u0219i comprimate (ecua\u021bia [7.4.26]), iar pentru st\u00e2lpi \u0219i pere\u021bi se folosesc expresii simplificate (ecua\u021biile [7.4.29] \u0219i [7.4.32]) care iau \u00een considerare confinarea betonului de c\u0103tre etrier.<\/li>\n<li><strong>direct<\/strong> prin calcularea factorului de ductilitate la \u00eencovoiere (\u00een capacitate) prin construc\u021bia de diagrama moment-\u00eencovoiere pe baza diferitelor leg\u0103turi constitutive ale nucleului confinat \u0219i ale \u00eenveli\u0219ului neconfinat. Pentru nucleul de beton confinat sunt prev\u0103zute dou\u0103 leg\u0103turi constitutive diferite: prima este leg\u0103tura parabolic\u0103-rectunghiular\u0103 bazat\u0103 pe valorile de proiectare \u0219i se refer\u0103 la \u00a74.1.2.1 NTC care trebuie utilizat\u0103 pentru compara\u021bie (verificarea ductilit\u0103\u021bii) cu cererea exprimat\u0103 prin factorul de ductilitate men\u021bionat \u00een [7. 4.3]NTC; a doua este cea mai sofisticat\u0103 a lui Mander, care se refer\u0103 la valorile medii ale materialelor atunci c\u00e2nd calculul vizeaz\u0103 determinarea curbelor ultime \u0219i a primei curburi de plasticitate \u00een vederea unui calcul neliniar al structurii (Pushover).<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p style=\"text-align: justify\">Pot fi analizate sec\u021biuni de orice form\u0103, de la cele mai comune (dreptunghiulare, \u00een form\u0103 de T, dublu T, \u00een form\u0103 de L, circulare) la cele mai complexe (contur poligonal format din unul sau mai multe domenii de conglomerat, gol, mixt).<\/p>\n<p style=\"text-align: justify\">St\u0103ri limit\u0103 ultime:<\/p>\n<ul style=\"text-align: justify\">\n<li style=\"list-style-type: none\">\n<ul>\n<li>Presare-tensiune \u00eendoire dreapt\u0103 sau deviat\u0103 (verificarea \u0219i proiectarea arm\u0103turilor)<\/li>\n<li>Domenii de interac\u021biune bi-tridimensional\u0103 N-Mx-My (calcul \u0219i reprezentare grafic\u0103)<\/li>\n<li>Forfecare \u0219i torsiune (verificarea conglomeratelor, proiectarea \u0219i desenarea arm\u0103turilor)<\/li>\n<li>Verificarea direct\u0103 a factorului de ductilitate la \u00eencovoiere (\u03bc\u03a6) prin construirea diagramei moment-flexiune, \u021bin\u00e2nd cont de efectul confin\u0103rii etrierilor asupra legii tensiune-deforma\u021bie a nucleului confinat.<\/li>\n<li>Instabilitate (verificare prin metoda simplificat\u0103 a &#8222;coloanei model&#8221;)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p style=\"text-align: justify\"><strong>Statele limit\u0103 de lucru:<\/strong><\/p>\n<ul style=\"text-align: justify\">\n<li style=\"list-style-type: none\">\n<ul>\n<li>Verificarea tensiunilor normale \u00een cazul presare-tensiune \u00eencovoiere dreapt\u0103 \u0219i \u00eencovoiere deviat\u0103 (metoda simplificat\u0103 sau metoda AAEM).<\/li>\n<li>Verificarea la fisurare prin calcularea deschiderii fisurii at\u00e2t cu noua metodologie preluat\u0103 din EC8, c\u00e2t \u0219i cu cea din DM&#8217;96.<\/li>\n<li>Verificarea st\u0103rii limit\u0103 de deformare a unei grinzi prin calcularea s\u0103ge\u021bilor \u021bin\u00e2nd cont de fisurare, v\u00e2scozitate \u0219i contrac\u021bie.<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p style=\"text-align: justify\"><strong>TIPOLOGIA SEC\u021aIUNILOR<\/strong><br \/>\nEste permis\u0103 schematizarea complet\u0103 a unor sec\u021biuni generale de beton armat alc\u0103tuite din unul sau mai multe domenii de conglomerat (pline sau goale) de form\u0103 poligonal\u0103 sau circular\u0103. Barele de armatura pot fi atribuite individual, generate automat la v\u00e2rfurile domeniilor, generate liniar \u00eentre dou\u0103 bare, generate de-a lungul unei circumferin\u021be.<br \/>\nPentru cele mai frecvent utilizate sec\u021biuni (dreptunghiulare, \u00een form\u0103 de T, \u00een form\u0103 de C etc.) exist\u0103 un input accelerat cu posibilitatea de a proiecta, de asemenea, arm\u0103tura longitudinal\u0103 \u0219i etrieri presiune-tensiune \u00eencovoiere dreapt\u0103.<br \/>\nPentru st\u00e2lpi dreptunghiulari, circulari \u0219i pentru sec\u021biuni generice de un singur domeniu, se asigur\u0103, printre altele, proiectarea automat\u0103 a arm\u0103turilor pentru preso-tensiune \u00eencovoiere derivata.<br \/>\nPentru toate sec\u021biunile, este posibil s\u0103 se verifice \u00eentr-un singur ciclu de calcul p\u00e2n\u0103 la 60 de combina\u021bii de solicit\u0103ri pentru fiecare dintre urm\u0103toarele tipuri:<\/p>\n<ul>\n<li style=\"list-style-type: none\">\n<ul style=\"text-align: justify\">\n<li>Combina\u021bii de st\u0103ri limit\u0103 ultime<\/li>\n<li>Combina\u021bii rare \u00een exerci\u021biu<\/li>\n<li>Combina\u021bii frecvente \u00een exerci\u021biu<\/li>\n<li>Combina\u021bii cvasi-permanente \u00een serviciu<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p style=\"text-align: justify\">Pentru sec\u021biunile de form\u0103 generic\u0103, este de asemenea posibil\u0103 introducerea domeniilor de conglomerat \u0219i a barelor de arm\u0103tur\u0103 longitudinale din fi\u0219iere DXF.<\/p>\n<p style=\"text-align: justify\"><strong>VERIFIC\u0102RI<\/strong><br \/>\nVerific\u0103rile ultimei st\u0103ri limit\u0103 se efectueaz\u0103 prin determinarea domeniului de rezisten\u021b\u0103 bidimensional \u00een cazul solicit\u0103rii drepte N-Mx sau tridimensional \u00een cazul solicit\u0103rii deviante N-Mx-My. Pentru fiecare combina\u021bie final\u0103 se calculeaz\u0103 urm\u0103toarele cantit\u0103\u021bi:<\/p>\n<ul>\n<li style=\"list-style-type: none\">\n<ul style=\"text-align: justify\">\n<li>Efort normal ultim, momente ultime de \u00eencovoiere \u0219i m\u0103sura de siguran\u021b\u0103 aferent\u0103.<\/li>\n<li>Pozi\u021bia axei neutre la starea final\u0103.<\/li>\n<li>Tensiuni \u0219i deforma\u021bii unitare la starea ultim\u0103 a v\u00e2rfurilor sec\u021biunii \u0219i a tuturor barelor.<\/li>\n<li>Verificarea la forfecare-torsiune cu predimensionarea arm\u0103turii relevante.<\/li>\n<li>Calculul \u0219i reprezentarea grafic\u0103 a domeniului de interac\u021biune<\/li>\n<li>Verificarea instabilit\u0103\u021bi pentru st\u00e2lpi cu sec\u021biune dreptunghiular\u0103 conform metodei simplificate a &#8222;coloanei model&#8221;.<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p style=\"text-align: justify\">Verific\u0103rile pentru st\u0103rile limit\u0103 de func\u021bionare implic\u0103 determinarea urm\u0103toarelor m\u0103rimi<\/p>\n<ul>\n<li style=\"list-style-type: none\">\n<ul style=\"text-align: justify\">\n<li>Tensiuni normale la toate v\u00e2rfurile sec\u021biunii \u0219i la toate barele de arm\u0103tur\u0103.<\/li>\n<li>Pozi\u021bia axei neutre.<\/li>\n<li>Deschiderea maxim\u0103 a fisurii.<\/li>\n<li>Deformarea axial\u0103 \u0219i de curbur\u0103 a sec\u021biunii evaluat\u0103 cu ajutorul metodei AAEM (Age Adjusted Effective Modulus).<\/li>\n<li>S\u0103ge\u021bi \u0219i deplas\u0103ri axiale \u00een serviciu ale unei grinzi apar\u021bin\u00e2nd unui cadru<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p style=\"text-align: justify\"><strong>IE\u0218IRE<\/strong><br \/>\nSe pot face imprim\u0103ri direct din program, acestea pot fi salvate \u00een fi\u0219iere \u00een format .DOC, :DOCX, PDF.<br \/>\nDesenele sec\u021biunilor, domeniile de interac\u021biune \u0219i diagramele moment-curbatur\u0103 pot fi salvate \u00een fi\u0219iere de tip .DXF, DWG.<\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row]<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"<p><strong>VERSIUNEA \u00ceN ITALIAN\u0102<\/strong><\/p>\n<p>Calculul de rezisten\u021b\u0103 poate fi efectuat fie \u00een modul obi\u0219nuit al st\u0103rii limit\u0103 ultime (SLU), cu referire la combina\u021bii non-seismice \u0219i seismice disipative, fie \u00een prima stare limit\u0103 de plasticitate, cu referire la combina\u021biile seismice ale structurilor de funda\u021bie \u0219i ale elementelor de eleva\u021bie \u00een cazul calculului seismic nedisipativ.<\/p>\n<p>Verific\u0103rile se diferen\u021biaz\u0103 \u00een func\u021bie de faptul c\u0103 sec\u021biunile apar\u021bin unor grinzi, st\u00e2lpi sau pere\u021bi \u0219i, \u00een cazul calculului seismic, verificarea se efectueaz\u0103 \u00een func\u021bie de clasa de ductilitate necesar\u0103 \u0219i de pozi\u021bia sec\u021biunii \u00een cadrul barei (dac\u0103 aceasta se \u00eencadreaz\u0103 sau nu \u00een zona critic\u0103). Au fost introduse noi verific\u0103ri directe ale ductilit\u0103\u021bii (obligatorii \u00een cazul sec\u021biunilor de \u00eencruci\u0219are a st\u00e2lpilor din cl\u0103dirile industriale), bazate pe construirea diagramei moment-curbur\u0103, \u021bin\u00e2nd cont de confinarea etrierilor, utiliz\u00e2nd at\u00e2t noua leg\u0103tur\u0103 constitutiv\u0103 men\u021bionat\u0103 \u00een NTC2018, c\u00e2t \u0219i leg\u0103tura lui <strong>Mander<\/strong> pentru beton.<\/p>\n<p>Pentru verific\u0103rile de rezisten\u021b\u0103 (\u0219i semiproiec\u021biile arm\u0103turii) \u00een cazul \u00eencovoierii aproape tensionate (drepte \u0219i deviate) a sec\u021biunilor predefinite \u0219i generice, se prevede \u00eentotdeauna utilizarea diagramei tensiune-deformare cu parabol\u0103 dreptunghiular\u0103 pentru conglomerat \u0219i biliniar\u0103 pentru o\u021bel.<\/p>\n<blockquote>\n<h4>Versiunea interna\u021bional\u0103 a acestui software este<br \/>\n<a href=\"https:\/\/www.geostru.eu\/shop\/software-ro\/structuri\/calcularea-sectiunii-din-beton-armat-conform-ec-rc-sec-en\/?lang=ro\"><span style=\"text-decoration: underline\"><span style=\"color: #ff6600;text-decoration: underline\">Calcularea sec\u021biunii din beton armat conform EC &#8211; RC-SEC-EN <\/span><\/span><\/a><\/h4>\n<\/blockquote>\n","protected":false},"featured_media":14385,"comment_status":"open","ping_status":"closed","template":"","meta":[],"product_cat":[202,89],"product_tag":[2481,2482,827],"class_list":{"0":"post-79854","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-software-ro","7":"product_cat-structuri","8":"product_tag-rc-sec-ro","9":"product_tag-sezioni-in-ca-ro","10":"product_tag-software-strutturale-ro","11":"description-off","13":"first","14":"instock","15":"downloadable","16":"virtual","17":"sold-individually","18":"taxable","19":"purchasable","20":"product-type-licensed"},"yoast_head":"<!-- This site is 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