{"id":5759,"date":"2026-08-18T10:03:14","date_gmt":"2026-08-18T10:03:14","guid":{"rendered":"https:\/\/baldinistudio.hr\/?p=5759"},"modified":"2026-08-18T10:03:14","modified_gmt":"2026-08-18T10:03:14","slug":"visokostijeni-nosac-bibinje","status":"publish","type":"post","link":"https:\/\/baldinistudio.hr\/en\/visokostijeni-nosac-bibinje\/","title":{"rendered":"Visokostijeni nosa\u010d u Bibinjama: 11,1 metar raspona bez stupova"},"content":{"rendered":"<p class=\"wp-block-paragraph\" style=\"margin-top:0;margin-bottom:1.5rem;font-size:20px;line-height:1.6\">U stambenoj zgradi u Bibinjama armiranobetonski nosa\u010d u osi \u201e2&#8243; dug je oko 22 metra i visok oko 15,5 metara, prolazi kroz pet eta\u017ea i u podrumu premo\u0161\u0107uje 11,1 metar bez ijednog oslonca. Otvori vrata na gornjim eta\u017eama tlocrtno su smaknuti, a izme\u0111u velikog podrumskog otvora i vrata u prizemlju ne izvodi se nadvoj, nego teret preuzima samo armiranobetonska plo\u010da. <strong>Umjesto dodatnih stupova i sustava greda, element je prora\u010dunat kao visokostijeni nosa\u010d u IDEA StatiCa-i Detail, \u010dime je gara\u017ea ostala bez stupova, a strop ravan.<\/strong><\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Studiju slu\u010daja napisao je projektant <strong>Ante Ugle\u0161i\u0107, dipl. ing. gra\u0111. (G5856)<\/strong> iz zadarskog ureda <strong>Superstructure d.o.o.<\/strong>, a odnosi se na glavni gra\u0111evinski projekt konstrukcije stambene zgrade u Bibinjama, izra\u0111en u studenome 2024. Objavljujemo je uz njegovo odobrenje i s njegovim prikazima iz projektne dokumentacije. <a href=\"https:\/\/baldinistudio.hr\/en\/idea-statica-concrete\/\">IDEA StatiCa Concrete<\/a> u Hrvatskoj zastupa Baldinistudio, pa nam je ovakav prikaz iz <a href=\"https:\/\/baldinistudio.hr\/en\/konstrukterstvo\/\">konstrukterske<\/a> prakse dragocjen.<\/p>\n\n\n\n<div class=\"wp-block-group has-text-color has-background is-layout-constrained wp-container-core-group-is-layout-157312f3 wp-block-group-is-layout-constrained\" style=\"border-radius:10px;color:#4A4A4A;background-color:#F4EFF7;margin-top:2.5rem;margin-bottom:2.5rem;padding-top:32px;padding-right:32px;padding-bottom:32px;padding-left:32px\">\n<h3 class=\"wp-block-heading has-text-color\" style=\"color:#3F0852;margin-top:0;margin-bottom:0.8rem\">Klju\u010dni podaci o nosa\u010du<\/h3>\n\n\n\n<ul style=\"margin-top:0;margin-bottom:0\" class=\"wp-block-list\">\n<li><strong>Geometrija:<\/strong> duljina oko 22 m, visina oko 15,5 m, kroz pet eta\u017ea (podrum, prizemlje, I. i II. kat te eta\u017ea ravnog krova)<\/li>\n\n\n\n<li><strong>Debljina:<\/strong> 20 cm, a na razini podruma 25 cm zbog pove\u0107anih optere\u0107enja<\/li>\n\n\n\n<li><strong>Otvori:<\/strong> u podrumu raspon 11,1 m; na gornjim eta\u017eama po dva manja otvora za vrata, tlocrtno smaknuta; na ravnom krovu bez otvora<\/li>\n\n\n\n<li><strong>Armatura:<\/strong> obostrano mre\u017ee Q385, a oko otvora horizontalni i vertikalni serkla\u017ei, u pravilu s 4\u00d7\u00d820 mm rebrastim \u0161ipkama; \u010delik B500 (f<sub>y<\/sub> = 500 N\/mm\u00b2)<\/li>\n\n\n\n<li><strong>Beton:<\/strong> C30\/37 na podrumskim zidovima, C25\/30 na gornjim eta\u017eama<\/li>\n\n\n\n<li><strong>Softver:<\/strong> IDEA StatiCa 24.1, modul Concrete \u203a Detail \u203a 2D \u203a Walls, metoda kompatibilnih polja naprezanja (CSFM)<\/li>\n<\/ul>\n<\/div>\n\n\n\n<h2 class=\"wp-block-heading\" style=\"margin-top:3rem;margin-bottom:1rem\">Za\u0161to klasi\u010dne metode ovdje ne vrijede<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Slo\u017eena geometrija i otvori na razli\u010ditim visinama isklju\u010duju klasi\u010dne analiti\u010dke postupke dimenzioniranja, one koji se standardno koriste kod greda, stupova i slobodno oslonjenih nosa\u010da prema EN 1992-1-1.<\/p>\n\n\n\n<blockquote class=\"wp-block-quote is-layout-flow wp-block-quote-is-layout-flow\" style=\"margin-top:2rem;margin-bottom:2rem\">\n<p class=\"wp-block-paragraph\" style=\"margin-top:0;margin-bottom:0\">Takvi prora\u010duni podrazumijevaju pojednostavljene modele pona\u0161anja konstrukcijskih elemenata, koji se temelje na pretpostavci ravnih presjeka, jasno definiranim rubnim uvjetima i linearnim distribucijama naprezanja, \u0161to u ovom slu\u010daju nije primjenjivo.<\/p>\n<cite>Ante Ugle\u0161i\u0107, dipl. ing. gra\u0111., Superstructure d.o.o.<\/cite><\/blockquote>\n\n\n\n<p class=\"wp-block-paragraph\">Ni standardni linearni prora\u010dun u bilo kojem komercijalnom FE softveru nije adekvatan, jer ne uklju\u010duje klju\u010dnu zna\u010dajku pona\u0161anja armiranog betona: raspucavanje u zoni vlaka, koje presudno utje\u010de na raspodjelu naprezanja i ukupnu nosivost.<\/p>\n\n\n\n<blockquote class=\"wp-block-quote is-layout-flow wp-block-quote-is-layout-flow\" style=\"margin-top:2rem;margin-bottom:2rem\">\n<p class=\"wp-block-paragraph\" style=\"margin-top:0;margin-bottom:0\">Budu\u0107i da beton u\u010dinkovito prenosi tla\u010dna naprezanja, dok vla\u010dna preuzima armatura, svako zanemarivanje ovog fenomena u analizi vodi do nerealnih i potencijalno nepouzdanih rezultata.<\/p>\n<cite>Ante Ugle\u0161i\u0107, dipl. ing. gra\u0111., Superstructure d.o.o.<\/cite><\/blockquote>\n\n\n\n<figure class=\"wp-block-image size-large\" style=\"margin-top:2.5rem;margin-bottom:2.5rem\"><img fetchpriority=\"high\" decoding=\"async\" width=\"1275\" height=\"945\" src=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-2d-model.webp\" alt=\"2D prikaz strukture modela visokostijenog nosa\u010da s otvorima kroz pet eta\u017ea\" class=\"wp-image-5786\" srcset=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-2d-model.webp 1275w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-2d-model-300x222.webp 300w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-2d-model-1024x759.webp 1024w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-2d-model-768x569.webp 768w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-2d-model-16x12.webp 16w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-2d-model-600x445.webp 600w\" sizes=\"(max-width: 1275px) 100vw, 1275px\" \/><figcaption class=\"wp-element-caption\">Nosa\u010d duljine oko 22 m i visine oko 15,5 m kroz pet eta\u017ea; otvor u podrumu raspona je 11,1 m.<\/figcaption><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\" style=\"margin-top:3rem;margin-bottom:1rem\">Za\u0161to ne op\u0107i nelinearni FE program<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Sve navedeno mo\u017ee se modelirati i u op\u0107im nelinearnim FE programima, konstitutivnim modelima poput <em>total strain crack<\/em> Ili <em>concrete smeared crack<\/em>. Projektant je s tim pristupima ve\u0107 radio i obrazla\u017ee za\u0161to ih ovdje nije odabrao.<\/p>\n\n\n\n<blockquote class=\"wp-block-quote is-layout-flow wp-block-quote-is-layout-flow\" style=\"margin-top:2rem;margin-bottom:2rem\">\n<p class=\"wp-block-paragraph\" style=\"margin-top:0;margin-bottom:0\">Iako ti programi pru\u017eaju visoku razinu fleksibilnosti i preciznosti, u praksi se pokazuje da zbog svoje otvorene strukture i neparametarskog karaktera zahtijevaju znatno vi\u0161e vremena za izradu modela, provo\u0111enje analize i tuma\u010denje rezultata. Takvi su alati prikladni ponajprije za znanstvena istra\u017eivanja, ali nisu optimalni za svakodnevne in\u017eenjerske zadatke gdje je u\u010dinkovitost, ponovljivost i brzina odlu\u010divanja klju\u010dna.<\/p>\n<cite>Ante Ugle\u0161i\u0107, dipl. ing. gra\u0111., Superstructure d.o.o.<\/cite><\/blockquote>\n\n\n\n<figure class=\"wp-block-image size-large\" style=\"margin-top:2.5rem;margin-bottom:2.5rem\"><img decoding=\"async\" width=\"1118\" height=\"906\" src=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-3d-model.webp\" alt=\"3D prikaz strukture modela visokostijenog nosa\u010da u IDEA StatiCa-i\" class=\"wp-image-5785\" srcset=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-3d-model.webp 1118w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-3d-model-300x243.webp 300w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-3d-model-1024x830.webp 1024w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-3d-model-768x622.webp 768w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-3d-model-15x12.webp 15w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-3d-model-600x486.webp 600w\" sizes=\"(max-width: 1118px) 100vw, 1118px\" \/><figcaption class=\"wp-element-caption\">3D prikaz strukture modela visokostijenog nosa\u010da (sl. 1 iz projektne dokumentacije).<\/figcaption><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\" style=\"margin-top:3rem;margin-bottom:1rem\">\u0160to model zapravo obuhva\u0107a<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Kori\u0161ten je tijek rada 2D zidovi, s ravninskom materijalno nelinearnom analizom plo\u010dastih (shell) kona\u010dnih elemenata. Konstitutivni model uklju\u010duje ono \u0161to linearni prora\u010dun preska\u010de:<\/p>\n\n\n\n<ul style=\"margin-top:0;margin-bottom:1.5rem\" class=\"wp-block-list\">\n<li><strong>Tla\u010dna \u010dvrsto\u0107a betona<\/strong> modelirana je parabola-pravac dijagramom prema EN 1992-1-1 ili pojednostavljenim elastoplasti\u010dnim modelom.<\/li>\n\n\n\n<li><strong>Vla\u010dna \u010dvrsto\u0107a betona zanemaruje se<\/strong>, ali se u\u010dinak ukru\u0107enja armature (<em>tension stiffening<\/em>) uzima u obzir.<\/li>\n\n\n\n<li><strong>Popre\u010dne pukotine<\/strong> reduciraju tla\u010dnu nosivost betona, \u0161to ulazi kroz u\u010dinak <em>compression softening<\/em>.<\/li>\n\n\n\n<li><strong>Dugotrajno pona\u0161anje<\/strong> modelirano je efektivnim modulom elasti\u010dnosti, uklju\u010duju\u0107i puzanje (\u03c6).<\/li>\n\n\n\n<li><strong>Armatura<\/strong> je 1D element s bilinearnim dijagramom naprezanje-deformacija.<\/li>\n\n\n\n<li><strong>Interakcija beton-armatura<\/strong> opisana je <em>bond-slip<\/em> modelom, s bilinearnom funkcijom klizanja.<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\" style=\"margin-bottom:1.5rem\">Numeri\u010dki model koristi 2D \u010detverokutne ili trokutne plo\u010daste elemente za beton i 1D \u0161tapne elemente za armaturu, me\u0111usobno povezane vi\u0161eto\u010dkastim (MPC) vezama. Prora\u010dun se temelji na Newton-Raphsonovu algoritmu s adaptivnim koracima optere\u0107enja, a kriteriji zaustavljanja definirani su najve\u0107im dopu\u0161tenim deformacijama: 5 % tla\u010dne i 7 % vla\u010dne deformacije u betonu, 5 % u armaturi u oba smjera, uz ograni\u010denja klizanja u spojnim i pomaka u sidrenim elementima.<\/p>\n\n\n\n<figure class=\"wp-block-image size-large\" style=\"margin-top:2.5rem;margin-bottom:2.5rem\"><img decoding=\"async\" width=\"1400\" height=\"955\" src=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-pomaci.webp\" alt=\"Prikaz izra\u010dunatih pomaka visokostijenog nosa\u010da\" class=\"wp-image-5787\" srcset=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-pomaci.webp 1400w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-pomaci-300x205.webp 300w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-pomaci-1024x699.webp 1024w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-pomaci-768x524.webp 768w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-pomaci-18x12.webp 18w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-pomaci-600x409.webp 600w\" sizes=\"(max-width: 1400px) 100vw, 1400px\" \/><figcaption class=\"wp-element-caption\">Izra\u010dunati pomaci nosa\u010da.<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\" style=\"margin-top:2.5rem;margin-bottom:2.5rem\"><img loading=\"lazy\" decoding=\"async\" width=\"1400\" height=\"962\" src=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-tlacni-naponi.webp\" alt=\"Prikaz izra\u010dunatih tla\u010dnih napona u betonu visokostijenog nosa\u010da\" class=\"wp-image-5788\" srcset=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-tlacni-naponi.webp 1400w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-tlacni-naponi-300x206.webp 300w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-tlacni-naponi-1024x704.webp 1024w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-tlacni-naponi-768x528.webp 768w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-tlacni-naponi-18x12.webp 18w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-tlacni-naponi-600x412.webp 600w\" sizes=\"(max-width: 1400px) 100vw, 1400px\" \/><figcaption class=\"wp-element-caption\">Izra\u010dunati tla\u010dni naponi u betonu.<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\" style=\"margin-top:2.5rem;margin-bottom:2.5rem\"><img loading=\"lazy\" decoding=\"async\" width=\"1400\" height=\"951\" src=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-sirine-pukotina.webp\" alt=\"Prikaz izra\u010dunatih \u0161irina pukotina u visokostijenom nosa\u010du\" class=\"wp-image-5789\" srcset=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-sirine-pukotina.webp 1400w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-sirine-pukotina-300x204.webp 300w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-sirine-pukotina-1024x696.webp 1024w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-sirine-pukotina-768x522.webp 768w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-sirine-pukotina-18x12.webp 18w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-sirine-pukotina-600x408.webp 600w\" sizes=\"(max-width: 1400px) 100vw, 1400px\" \/><figcaption class=\"wp-element-caption\">Izra\u010dunate \u0161irine pukotina, ono \u0161to linearni model ne vidi.<\/figcaption><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\" style=\"margin-top:3rem;margin-bottom:1rem\">Topology Optimization: gdje armatura stvarno radi<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Analiza <em>Topology Optimization<\/em> provodi iterativne prora\u010dune u kojima se zadavanjem efektivnog volumena konstrukcije (20 %, 40 %, 60 % ili 80 %) tra\u017ei raspodjela materijala s najve\u0107om kruto\u0161\u0107u. Rezultat su vizualno pregledne smjernice za raspored armature: tla\u010dno optere\u0107ene zone prikazuju se crveno, vla\u010dne plavo.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\" style=\"margin-bottom:1.5rem\">Prednost dolazi do izra\u017eaja upravo kod slo\u017eene geometrije i nestandardnih optere\u0107enja, gdje klasi\u010dno dimenzioniranje nije intuitivno ni dovoljno pouzdano.<\/p>\n\n\n\n<figure class=\"wp-block-image size-large\" style=\"margin-top:2.5rem;margin-bottom:2.5rem\"><img loading=\"lazy\" decoding=\"async\" width=\"1400\" height=\"1024\" src=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-topology-20.webp\" alt=\"Rezultat analize Topology Optimization pri 20 posto efektivnog volumena\" class=\"wp-image-5790\" srcset=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-topology-20.webp 1400w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-topology-20-300x219.webp 300w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-topology-20-1024x749.webp 1024w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-topology-20-768x562.webp 768w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-topology-20-16x12.webp 16w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-topology-20-600x439.webp 600w\" sizes=\"(max-width: 1400px) 100vw, 1400px\" \/><figcaption class=\"wp-element-caption\">Topology Optimization pri 20 % efektivnog volumena: tla\u010dno optere\u0107ene zone crveno, vla\u010dne plavo.<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\" style=\"margin-top:2.5rem;margin-bottom:2.5rem\"><img loading=\"lazy\" decoding=\"async\" width=\"1400\" height=\"1039\" src=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-topology-40.webp\" alt=\"Rezultat analize Topology Optimization pri 40 posto efektivnog volumena\" class=\"wp-image-5791\" srcset=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-topology-40.webp 1400w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-topology-40-300x223.webp 300w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-topology-40-1024x760.webp 1024w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-topology-40-768x570.webp 768w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-topology-40-16x12.webp 16w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-topology-40-600x445.webp 600w\" sizes=\"(max-width: 1400px) 100vw, 1400px\" \/><figcaption class=\"wp-element-caption\">Isti prikaz pri 40 % efektivnog volumena.<\/figcaption><\/figure>\n\n\n\n<blockquote class=\"wp-block-quote is-layout-flow wp-block-quote-is-layout-flow\" style=\"margin-top:2rem;margin-bottom:2rem\">\n<p class=\"wp-block-paragraph\" style=\"margin-top:0;margin-bottom:0\">U konkretnom slu\u010daju predmetnog visokostijenog nosa\u010da, ovaj je alat poslu\u017eio kao sredstvo za dublje razumijevanje na\u010dina no\u0161enja optere\u0107enja, te je na temelju njegovih rezultata optimiziran raspored armature u svim kriti\u010dnim zonama.<\/p>\n<cite>Ante Ugle\u0161i\u0107, dipl. ing. gra\u0111., Superstructure d.o.o.<\/cite><\/blockquote>\n\n\n\n<figure class=\"wp-block-image size-large\" style=\"margin-top:2.5rem;margin-bottom:2.5rem\"><img loading=\"lazy\" decoding=\"async\" width=\"1373\" height=\"950\" src=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-dodatna-armatura.webp\" alt=\"Tri grupe kosih \u0161ipki 4\u00d820 mm ugra\u0111ene prema rezultatima analize\" class=\"wp-image-5792\" srcset=\"https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-dodatna-armatura.webp 1373w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-dodatna-armatura-300x208.webp 300w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-dodatna-armatura-1024x709.webp 1024w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-dodatna-armatura-768x531.webp 768w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-dodatna-armatura-18x12.webp 18w, https:\/\/baldinistudio.hr\/wp-content\/uploads\/blog\/visokostijeni-nosac-bibinje\/visokostijeni-nosac-dodatna-armatura-600x415.webp 600w\" sizes=\"(max-width: 1373px) 100vw, 1373px\" \/><figcaption class=\"wp-element-caption\">Tri grupe kosih \u0161ipki 4\u00d820 mm ugra\u0111ene na temelju rezultata analize Topology Optimization.<\/figcaption><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\" style=\"margin-top:3rem;margin-bottom:1rem\">\u0160to je to zna\u010dilo za projekt<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Prora\u010dunom visokostijenog nosa\u010da raspona 11,1 m osigurana je dispozicija podrumske eta\u017ee bez dodatnih armiranobetonskih stupova i s ravnim stropom, bez sustava greda. Investitor je time dobio kvalitetniji i fleksibilniji raspored parkirali\u0161nih mjesta te bolju proto\u010dnost vozila u gara\u017ei.<\/p>\n\n\n\n<blockquote class=\"wp-block-quote is-layout-flow wp-block-quote-is-layout-flow\" style=\"margin-top:2rem;margin-bottom:2rem\">\n<p class=\"wp-block-paragraph\" style=\"margin-top:0;margin-bottom:0\">U situaciji u kojoj ne bi bilo mogu\u0107e provesti takvu nelinearnu analizu, projektantski bi pristup najvjerojatnije bio konzervativniji. U tom slu\u010daju bilo bi neizbje\u017eno projektirati dodatne stupove kao i sistem gredi, \u010dime bi se ne samo degradirala funkcionalnost prostora, ve\u0107 bi se pove\u0107ala visina eta\u017ee. To bi zahtijevalo dublji iskop temelja, \u0161to je posebno nepovoljno zbog \u010dinjenice da se gra\u0111evina nalazi u blizini morske obale te se podrumska eta\u017ea izvodi ispod razine mora.<\/p>\n<cite>Ante Ugle\u0161i\u0107, dipl. ing. gra\u0111., Superstructure d.o.o.<\/cite><\/blockquote>\n\n\n\n<p class=\"wp-block-paragraph\">Osim same analize, program je omogu\u0107io izradu planova armature s velikom preciznos\u0107u. Klju\u010dna armatura definirana je ve\u0107 pri izradi glavnog projekta, tijekom definiranja numeri\u010dkog modela, a izlazni rezultati daju pregled pozicija, koli\u010dina i rasporeda armature, \u0161to ubrzava izradu izvedbene dokumentacije.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\" style=\"margin-top:3rem;margin-bottom:1rem\">Zaklju\u010dak projektanta<\/h2>\n\n\n\n<blockquote class=\"wp-block-quote is-layout-flow wp-block-quote-is-layout-flow\" style=\"margin-top:2rem;margin-bottom:2rem\">\n<p class=\"wp-block-paragraph\" style=\"margin-top:0;margin-bottom:0\">Posebna prednost je gotovo potpuna automatizacija analize i generiranja izvje\u0161taja. S nekoliko klikova mogu\u0107e je dobiti detaljne i pregledne ispise rezultata, uklju\u010duju\u0107i klju\u010dne provjere prema europskim normama, koje su odmah spremne za uvr\u0161tavanje u glavni stati\u010dki prora\u010dun projekta.<\/p>\n<cite>Ante Ugle\u0161i\u0107, dipl. ing. gra\u0111., Superstructure d.o.o.<\/cite><\/blockquote>\n\n\n\n<p class=\"wp-block-paragraph\">Uz to, projektant isti\u010de da je su\u010delje intuitivno i da omogu\u0107uje brzo usvajanje rada bez potrebe za dubokim numeri\u010dkim znanjem, jer je alat orijentiran na in\u017eenjersku praksu, a ne na akademska istra\u017eivanja.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\" style=\"margin-top:3rem;margin-bottom:1rem\">\u0160to ovaj primjer ne rje\u0161ava<\/h2>\n\n\n\n<div class=\"wp-block-group has-text-color has-background is-layout-constrained wp-container-core-group-is-layout-d286a47f wp-block-group-is-layout-constrained\" style=\"border-radius:10px;color:#4A4A4A;background-color:#F7F7F5;margin-top:0;margin-bottom:2.5rem;padding-top:28px;padding-right:28px;padding-bottom:28px;padding-left:28px\">\n<p class=\"wp-block-paragraph\" style=\"margin-top:0;margin-bottom:1rem\">Studija slu\u010daja pokazuje rezultat i put do njega, ali nekoliko ograda vrijedi izre\u0107i naglas:<\/p>\n\n\n\n<ul style=\"margin-top:0;margin-bottom:1.5rem\" class=\"wp-block-list\">\n<li><strong>Alat ne odlu\u010duje o konceptu.<\/strong> Odluka da se raspon premosti visokostijenim nosa\u010dem umjesto stupovima i sustavom greda projektantska je. Softver je pokazao da je izvediva, nije je predlo\u017eio.<\/li>\n\n\n\n<li><strong>Topology Optimization nije shema armiranja.<\/strong> Ona pokazuje putove sila pri zadanom efektivnom volumenu, a rezultat ovisi o odabranom postotku. Prijelaz na stvarne \u0161ipke, sidrenja i preklope radi in\u017eenjer.<\/li>\n\n\n\n<li><strong>Kriteriji zaustavljanja su modelska pretpostavka.<\/strong> Granice od 5 % i 7 % deformacije te dopu\u0161tena klizanja treba razumjeti prije nego \u0161to se rezultat prihvati kao dokaz.<\/li>\n\n\n\n<li><strong>Nelinearni prora\u010dun ne ispravlja lo\u0161e ulazne podatke.<\/strong> Optere\u0107enja, kombinacije i rubni uvjeti dolaze izvana; model \u0107e uredno konvergirati i na pogre\u0161nim pretpostavkama.<\/li>\n\n\n\n<li><strong>Izvedba je i dalje usko grlo.<\/strong> Kose \u0161ipke 4\u00d820 u zidu debljine 20 do 25 cm tra\u017ee pa\u017eljivu koordinaciju sa serkla\u017eima, mre\u017eama i ugradnjom betona.<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\" style=\"margin-bottom:0\">Ni\u0161ta od toga ne umanjuje projekt. Naprotiv, pokazuje gdje je stvarni in\u017eenjerski rad.<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\" style=\"margin-top:0;margin-bottom:3rem\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link has-text-color has-background wp-element-button\" href=\"https:\/\/www.ideastatica.com\/support-center\/case-studies\/nonlinear-design-of-a-multi-opening-rc-beam-in-coastal-croatia\" style=\"color:#FFFFFF !important;background-color:#29A06D;border-radius:50px;text-decoration:none !important\" target=\"_blank\" rel=\"noopener noreferrer\">Pogledajte i englesku verziju studije slu\u010daja<\/a><\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-text-color has-background is-layout-constrained wp-container-core-group-is-layout-7a37721a wp-block-group-is-layout-constrained\" style=\"border-radius:10px;color:#FFFFFF;background-color:#3F0852;margin-top:0;margin-bottom:1.5rem;padding-top:40px;padding-right:40px;padding-bottom:40px;padding-left:40px\">\n<h3 class=\"wp-block-heading has-text-color\" style=\"color:#FFFFFF;margin-top:0;margin-bottom:1rem\">Imate presjek ili detalj koji vam ru\u0161i koncept?<\/h3>\n\n\n\n<p class=\"has-text-color wp-block-paragraph\" style=\"color:#FFFFFF\">Otvor u zidu, konzola, le\u017eajna zona, temeljna greda: ako vas linearni model tjera na stup koji arhitektonski ne mo\u017eete imati, pro\u0111imo zajedno kroz geometriju, optere\u0107enja i ono \u0161to je stvarno mjerodavno. Baldinistudio zastupa IDEA StatiCa-u u Hrvatskoj i uz licencu pru\u017ea edukaciju i podr\u0161ku na hrvatskom jeziku.<\/p>\n\n\n\n<p class=\"has-text-color wp-block-paragraph\" style=\"color:#FFFFFF;margin-bottom:0\">Ako \u017eelite sami isprobati, probna verzija dostupna je kod proizvo\u0111a\u010da, a studenti i \u0161kole mogu koristiti <a style=\"color:#ADE0BC;text-decoration:underline\" href=\"https:\/\/baldinistudio.hr\/en\/studentske-i-demo-verzije\/\">studentske i demo verzije<\/a>.<\/p>\n\n\n\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\" style=\"margin-top:1.5rem;margin-bottom:0\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link has-text-color has-background wp-element-button\" href=\"https:\/\/baldinistudio.hr\/en\/kontakt\/\" style=\"color:#FFFFFF !important;background-color:#29A06D;border-radius:50px;text-decoration:none !important\">Kontaktirajte Baldinistudio<\/a><\/div>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-text-color has-background is-layout-constrained wp-container-core-group-is-layout-5130086f wp-block-group-is-layout-constrained\" style=\"border-radius:10px;color:#E3E8EC;background-color:#1F2933;margin-top:1.5rem;margin-bottom:2.5rem;padding-top:32px;padding-right:32px;padding-bottom:32px;padding-left:32px\">\n<p class=\"has-text-color wp-block-paragraph\" style=\"color:#E3E8EC;margin-top:0;margin-bottom:0\"><strong>O izvoru:<\/strong> \u010clanak je nastao prema izvornoj studiji slu\u010daja koju je na hrvatskom napisao Ante Ugle\u0161i\u0107, dipl. ing. gra\u0111. (Superstructure d.o.o., Zadar), i objavljen je uz njegovo odobrenje. Citati su preuzeti doslovno iz te studije, a svi prikazi modela i rezultata iz njegove projektne dokumentacije. Englesku verziju objavila je <a style=\"color:#ADE0BC;text-decoration:underline\" href=\"https:\/\/www.ideastatica.com\/\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa<\/a>.<\/p>\n<\/div>\n\n\n\n<h2 class=\"wp-block-heading\" style=\"margin-top:3rem;margin-bottom:1rem\">Izvori i korisne poveznice<\/h2>\n\n\n\n<ul style=\"margin-top:0;margin-bottom:0\" class=\"wp-block-list\">\n<li>Ante Ugle\u0161i\u0107, <em>Primjena IDEA StatiCa softvera u analizi AB visokostijenog nosa\u010da<\/em>, Superstructure d.o.o., studeni 2024. (izvorna studija slu\u010daja)<\/li>\n\n\n\n<li><a href=\"https:\/\/www.ideastatica.com\/support-center\/case-studies\/nonlinear-design-of-a-multi-opening-rc-beam-in-coastal-croatia\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa: Nonlinear design of a multi-opening RC beam in coastal Croatia<\/a> (engleska verzija)<\/li>\n\n\n\n<li><a href=\"https:\/\/www.ideastatica.com\/support-center\/support-center-knowledge-base\/csfm-explained\" target=\"_blank\" rel=\"noopener noreferrer\">CSFM explained<\/a> (IDEA StatiCa)<\/li>\n\n\n\n<li><a href=\"https:\/\/baldinistudio.hr\/en\/idea-statica-concrete\/\">IDEA StatiCa Concrete<\/a>, <a href=\"https:\/\/baldinistudio.hr\/en\/idea-statica-steel\/\">IDEA StatiCa Steel<\/a> i <a href=\"https:\/\/baldinistudio.hr\/en\/scia-engineer\/\">SCIA Engineer<\/a> u ponudi Baldinistudija<\/li>\n\n\n\n<li><a href=\"https:\/\/baldinistudio.hr\/en\/vidikovac-marjan-celicna-konstrukcija\/\">Vidikovac na Marjanu: \u010deli\u010dna konstrukcija<\/a> i <a href=\"https:\/\/baldinistudio.hr\/en\/projekt-celicnih-konstrukcija-zracne-luke-zadar\/\">Zadar airport steel structures project<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/baldinistudio.hr\/en\/bim-rjesenja\/\">BIM solutions<\/a>, <a href=\"https:\/\/baldinistudio.hr\/en\/trgovina\/\">Store<\/a> i <a href=\"https:\/\/baldinistudio.hr\/en\/kontakt\/\">Contact<\/a><\/li>\n<\/ul>","protected":false},"excerpt":{"rendered":"<p>Armiranobetonski visokostijeni nosa\u010d duljine 22 m kroz pet eta\u017ea, u podrumu 11,1 m bez oslonca i bez nadvoja iznad otvora. Kako je nelinearni prora\u010dun u IDEA StatiCa-i Detail zadr\u017eao ravan strop u gara\u017ei ispod razine mora.<\/p>","protected":false},"author":2,"featured_media":5784,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[1],"tags":[55],"softver":[18],"class_list":["post-5759","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-blog","tag-idea-statica","softver-idea-statica"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.6 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Visokostijeni nosa\u010d: nelinearni prora\u010dun - Baldinistudio<\/title>\n<meta name=\"description\" content=\"Armiranobetonski visokostijeni nosa\u010d raspona 11,1 m: nelinearni prora\u010dun u IDEA StatiCa-i Detail metodom CSFM oslobodio je gara\u017eu u Bibinjama stupova i greda.\" \/>\n<meta name=\"robots\" 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