{"id":911,"date":"2026-09-30T11:25:00","date_gmt":"2026-09-30T03:25:00","guid":{"rendered":"https:\/\/www.sinomegasteelstructure.com\/?post_type=news&p=911"},"modified":"2026-09-30T11:25:00","modified_gmt":"2026-09-30T03:25:00","slug":"celik-bina-tasarim-araclari-hesaplayamadiklari-seyler","status":"publish","type":"news","link":"https:\/\/www.sinomegasteelstructure.com\/tr\/haberler\/celik-bina-tasarim-araclari-hesaplayamadiklari-seyler\/","title":{"rendered":"\u00c7elik Yap\u0131 Tasar\u0131m Ara\u00e7lar\u0131: Neleri Hesaplayamazlar?"},"content":{"rendered":"

A \u00e7elik bina tasar\u0131mc\u0131s\u0131<\/strong> Bu, geni\u015flik, uzunluk, y\u00fckseklik ve \u00e7at\u0131 stili gibi temel girdileri 3B g\u00f6rselle\u015ftirmeye ve yakla\u015f\u0131k bir b\u00fct\u00e7e aral\u0131\u011f\u0131na d\u00f6n\u00fc\u015ft\u00fcren \u00e7evrimi\u00e7i bir ara\u00e7t\u0131r. R\u00fczg\u00e2r, kar veya sismik y\u00fck durumlar\u0131n\u0131 hesaplamaz, ba\u011flant\u0131 boyutlar\u0131n\u0131 belirlemez ve tamamlanm\u0131\u015f tasar\u0131m\u0131n projenizin ger\u00e7ekle\u015ftirilece\u011fi yerdeki yap\u0131 y\u00f6netmeliklerine uygun olup olmad\u0131\u011f\u0131n\u0131 do\u011frulamaz.<\/p>\n

\u00c7elik Bina Tasar\u0131m Arac\u0131 Asl\u0131nda Nedir?<\/h2>\n

\u201c\u00c7elik bina tasar\u0131mc\u0131lar\u0131\u201d veya \u201cmetal bina 3D tasar\u0131m ara\u00e7lar\u0131\u201d olarak pazarlanan ara\u00e7lar\u0131n \u00e7o\u011fu ayn\u0131 \u015fekilde \u00e7al\u0131\u015f\u0131r. Al\u0131c\u0131, bir taban alan\u0131 (\u00f6rne\u011fin, 20 m \u00d7 40 m) girer, bir \u00e7at\u0131 e\u011fimi se\u00e7er, kap\u0131 ve pencereler ekler, duvar rengini belirler ve 3D modelin ger\u00e7ek zamanl\u0131 olarak g\u00fcncellenmesini izler. Arka planda ise yaz\u0131l\u0131m, parametrik bir \u015fablonu \u00e7al\u0131\u015ft\u0131rmaktad\u0131r \u2014 boyutlar, orijinal bir m\u00fchendislik analizi de\u011fil, \u00f6nceden ayarlanm\u0131\u015f bile\u015fen k\u00fct\u00fcphanelerine girilmektedir.
\nBu a\u015famada elde edilen \u00e7\u0131kt\u0131 ger\u00e7ekten yararl\u0131d\u0131r. Al\u0131c\u0131ya, resmi bir teklif vermeden \u00f6nce inceleyebilece\u011fi bir \u015fey sunar ve sat\u0131\u015f ekibine bo\u015f bir sayfa yerine bir ba\u015flang\u0131\u00e7 noktas\u0131 sa\u011flar. \u00d6nceden tasarlanm\u0131\u015f bina sekt\u00f6r\u00fcndeki bir\u00e7ok \u00fcretici, art\u0131k bunu standart bir \u00f6n a\u015fama arac\u0131 olarak sunuyor; \u00e7\u00fcnk\u00fc bu, \u201cBir binaya ihtiyac\u0131m var\u201d ile \u201c\u0130\u015fte yakla\u015f\u0131k olarak ihtiyac\u0131m olan \u015fey\u201d aras\u0131ndaki bo\u015flu\u011fu k\u0131salt\u0131yor.\u201d
\nAncak, bu 20 m \u00d7 40 m\u2019lik \u00e7er\u00e7evenin, sahadaki ger\u00e7ek ko\u015fullarda dayan\u0131p dayanmayaca\u011f\u0131n\u0131 size s\u00f6yleyemez. Bu sorunun cevab\u0131, yap\u0131land\u0131r\u0131c\u0131n\u0131n asla istemedi\u011fi verilere ba\u011fl\u0131d\u0131r.<\/p>\n

\"Metal<\/p>\n

Rakamlar\u0131n Sonu: Bir Konfig\u00fcrat\u00f6r\u00fcn G\u00f6z Ard\u0131 Etti\u011fi D\u00f6rt Y\u00fck Durumu<\/h2>\n

Bir yap\u0131 iskeleti, kendi a\u011f\u0131rl\u0131\u011f\u0131ndan daha fazlas\u0131n\u0131 ta\u015f\u0131yabilmelidir. Hemen hemen her \u00e7elik bina ar\u0131zas\u0131 soru\u015fturmas\u0131n\u0131n temelinde yatan d\u00f6rt y\u00fck kategorisi vard\u0131r ve bunlar\u0131n hi\u00e7biri boyut ve renk belirleme arac\u0131nda yer almaz:<\/p>\n

    \n
  1. R\u00fczg\u00e2r y\u00fck\u00fc \u2014 temel r\u00fczg\u00e2r h\u0131z\u0131na, maruz kalma kategorisine (a\u00e7\u0131k arazi ile korunakl\u0131 kentsel alan aras\u0131ndaki fark) ve bina y\u00fcksekli\u011fine ba\u011fl\u0131d\u0131r. Farkl\u0131 r\u00fczg\u00e2r b\u00f6lgelerinde bulunan iki adet 20 m \u00d7 40 m boyutlar\u0131ndaki \u00f6zde\u015f bina, farkl\u0131 a\u015f\u0131k aral\u0131klar\u0131 ve desteklemelere ihtiya\u00e7 duyar.<\/li>\n
  2. Kar y\u00fck\u00fc \u2014 belirli bir konumdaki zemin kar y\u00fck\u00fc, \u00e7at\u0131 e\u011fimi ve kom\u015fu yap\u0131lara kar\u015f\u0131 kar birikme olas\u0131l\u0131\u011f\u0131na ba\u011fl\u0131 olarak belirlenir. 0,05:12 oran\u0131ndaki d\u00fcz bir \u00e7at\u0131 e\u011fimi ile 1:12 oran\u0131ndaki bir \u00e7at\u0131, kar\u0131 \u00e7ok farkl\u0131 \u015fekillerde atar.<\/li>\n
  3. Sismik y\u00fck \u2014 \u015fantiyedeki sismik tasar\u0131m kategorisi veya b\u00f6lgesi, zemin s\u0131n\u0131f\u0131 ve binan\u0131n kullan\u0131m kategorisine ba\u011fl\u0131 olarak belirlenir. Bu durum, sadece eleman boyutlar\u0131n\u0131 de\u011fil, ba\u011flant\u0131 detaylar\u0131n\u0131 da etkiler.<\/li>\n
  4. Birle\u015fik y\u00fck durumlar\u0131 \u2014 y\u00f6netmelikler, her bir y\u00fck\u00fcn tek ba\u015f\u0131na de\u011fil, birden fazla y\u00fck kombinasyonunun bir arada (sabit + de\u011fi\u015fken + r\u00fczg\u00e2r, sabit + kar + sismik vb.) kontrol edilmesini gerektirmektedir.<\/li>\n<\/ol>\n

    Amerika Birle\u015fik Devletleri\u2019nde bu hesaplamalar, minimum tasar\u0131m y\u00fckleri i\u00e7in ASCE\/SEI 7-22 standard\u0131na, yap\u0131sal \u00e7elik tasar\u0131m\u0131 i\u00e7in ise ANSI\/AISC 360-22 standard\u0131na g\u00f6re yap\u0131l\u0131r. Avrupa \u00e7er\u00e7evesine uygun projeler ise EN 1993 (Eurocode 3) serisini temel al\u0131r. Bir konfig\u00fcrat\u00f6rde \u201csismik tasar\u0131m kategorisi\u201d alan\u0131 bulunmaz, \u00e7\u00fcnk\u00fc bu ara\u00e7 o analizi yapmak \u00fczere tasarlanmam\u0131\u015ft\u0131r \u2014 sadece bir \u015fekil olu\u015fturmak \u00fczere tasarlanm\u0131\u015ft\u0131r.<\/p>\n

    Vin\u00e7 Y\u00fckleri A\u00e7\u0131l\u0131r Men\u00fcye S\u0131\u011fm\u0131yor<\/h2>\n

    Tavan vinci tedariki, \u201ckonfig\u00fcre edilebilir\u201d ile \u201cm\u00fchendislik \u00fcr\u00fcn\u00fc\u201d aras\u0131ndaki fark\u0131n en belirgin \u015fekilde ortaya \u00e7\u0131kt\u0131\u011f\u0131 aland\u0131r. Bir depoya vin\u00e7 eklemek, \u201c\u00e7at\u0131 penceresi\u201d veya \u201csarmal kap\u0131\u201d se\u00e7eneklerinin yan\u0131ndaki bir kutucu\u011fu i\u015faretlemek gibi basit bir i\u015flem de\u011fildir. Bu, kolon boyutlar\u0131n\u0131, ray kiri\u015f tasar\u0131m\u0131n\u0131, destek \u015femas\u0131n\u0131 ve genellikle temeli de de\u011fi\u015ftirir; \u00e7\u00fcnk\u00fc tekrarlanan kald\u0131rma d\u00f6ng\u00fclerine sahip hareketli bir y\u00fck, statik bir \u00e7at\u0131 veya duvar y\u00fck\u00fcnden farkl\u0131 \u015fekilde davran\u0131r.
    \nAl\u0131c\u0131lar bazen, bir konfig\u00fcrat\u00f6r\u00fcn bina t\u00fcr\u00fc olarak \u201cvin\u00e7li depo\u201d se\u00e7ene\u011fini sunmas\u0131 nedeniyle, bu arac\u0131n vincin kapasitesini ve \u00e7al\u0131\u015fma d\u00f6ng\u00fcs\u00fcn\u00fc zaten hesaba katt\u0131\u011f\u0131n\u0131 varsayarlar. Oysa durum b\u00f6yle de\u011fildir. Vin\u00e7 kapasitesi, kald\u0131rma h\u0131z\u0131 ve ray kiri\u015finin yorulma dayan\u0131m\u0131, g\u00f6rselle\u015ftirme a\u015famas\u0131ndan sonra yap\u0131lan ve bu a\u015faman\u0131n bir par\u00e7as\u0131 olmayan, projeye \u00f6zg\u00fc hesaplamalard\u0131r.<\/p>\n

    \"\"<\/p>\n

    Hedef Kod Uyumlulu\u011fu: Bir 3B Modelin Atamayaca\u011f\u0131 Ad\u0131m<\/h2>\n

    \u0130hracat al\u0131c\u0131lar\u0131 i\u00e7in bu, en s\u0131k g\u00f6zden ka\u00e7an husustur. Tek bir \u00fclkenin yap\u0131 y\u00f6netmeli\u011fine g\u00f6re geli\u015ftirilmi\u015f bir konfig\u00fcrat\u00f6r, ba\u015fka bir \u00fclkenin gerekliliklerine uygunlu\u011fu kontrol etmenin bir yoluna sahip de\u011fildir; \u00fcstelik \u00e7o\u011fu konfig\u00fcrat\u00f6r, herhangi bir y\u00f6netmeli\u011fi kontrol etmek \u00fczere tasarlanmam\u0131\u015ft\u0131r \u2014 bunlar, bir \u015fekli g\u00f6rselle\u015ftirmek ve bir b\u00fct\u00e7e tahmini yapmak amac\u0131yla geli\u015ftirilmi\u015ftir.
    \nTipik taray\u0131c\u0131 tabanl\u0131 bina konfig\u00fcrat\u00f6rleriyle kar\u015f\u0131la\u015ft\u0131r\u0131ld\u0131\u011f\u0131nda, bir yap\u0131 m\u00fchendisli\u011fi paketi her bir \u00f6l\u00e7\u00fcy\u00fc hedef \u015fantiyeye ba\u011flamak zorundad\u0131r: yerel r\u00fczg\u00e2r ve sismik veriler, ithalat\u00e7\u0131 \u00fclkenin ge\u00e7erli y\u00f6netmelikleri ve \u00e7o\u011fu durumda, izin dairesinin \u00e7izimleri kabul etmesinden \u00f6nce bunlar\u0131 inceleyen veya onaylayan yerel bir sorumlu m\u00fchendis. Fabrikada \u00f6n imalat, \u015fantiyede yap\u0131lan kesme ve kaynak i\u015flerini ger\u00e7ekten azalt\u0131r \u2014 Sinomega\u2019n\u0131n yap\u0131sal hesaplama ve m\u00fchendislik \u00e7al\u0131\u015fmalar\u0131 sabit bir katalogdan al\u0131nmak yerine proje baz\u0131nda haz\u0131rlan\u0131r \u2014 ancak al\u0131c\u0131n\u0131n yerel y\u00f6netmelik incelemesini koordine etme ihtiyac\u0131n\u0131 ortadan kald\u0131rmaz. Bu sorumluluk genellikle al\u0131c\u0131n\u0131n yerel m\u00fcteahhidi veya m\u00fchendisine aittir, konfig\u00fcrat\u00f6r ekran\u0131na de\u011fil.<\/p>\n

    Bir Yap\u0131 M\u00fchendisli\u011fi Paketinin Neleri Kapsamas\u0131 Gerekiyor?<\/h2>\n

    Tasar\u0131m a\u015famas\u0131ndan m\u00fchendislik \u00e7al\u0131\u015fmalar\u0131 tamamlanm\u0131\u015f bir binaya ge\u00e7i\u015f, olduk\u00e7a sabit bir s\u0131raya g\u00f6re ger\u00e7ekle\u015fir:<\/p>\n

      \n
    1. \u015eantiye y\u00fck parametrelerini teyit edin. R\u00fczg\u00e2r h\u0131z\u0131 ve maruz kalma durumu, zemin kar y\u00fck\u00fc ve sismik tasar\u0131m kategorisi, b\u00f6lgesel ortalama de\u011ferler de\u011fil, projenin tam koordinatlar\u0131 i\u00e7in belirlenmelidir.<\/li>\n
    2. Yap\u0131sal hesaplamalar\u0131 ger\u00e7ekle\u015ftirin. Hedefin ge\u00e7erli y\u00f6netmeliklerine (ASCE\/SEI 7-22 ve ANSI\/AISC 360-22 veya Eurocode pazarlar\u0131 i\u00e7in EN 1993) uygun olarak ve gerekli t\u00fcm y\u00fck kombinasyonlar\u0131n\u0131 kapsayacak \u015fekilde.<\/li>\n
    3. \u00c7er\u00e7evenin boyutlar\u0131n\u0131 belirleyin. Ana \u00e7er\u00e7eveler, a\u015f\u0131klar, enine kiri\u015fler ve destekler, \u015fablondaki varsay\u0131lan de\u011ferlere g\u00f6re de\u011fil, ger\u00e7ek a\u00e7\u0131kl\u0131k ve y\u00fcke g\u00f6re boyutland\u0131r\u0131lmal\u0131d\u0131r. Daha geni\u015f a\u00e7\u0131kl\u0131klarda \u2014 Sinomega\u2019n\u0131n yay\u0131nlad\u0131\u011f\u0131 end\u00fcstriyel bina serisi, i\u00e7 kolonlar olmadan 36 metreye kadar net a\u00e7\u0131kl\u0131\u011fa kadar uzanmaktad\u0131r \u2014 bu ad\u0131mdaki hata pay\u0131 \u00f6nemli \u00f6l\u00e7\u00fcde azal\u0131r.<\/li>\n
    4. Ba\u011flant\u0131lar\u0131 ayr\u0131nt\u0131l\u0131 olarak belirtin. \u00c7elik kalitesine ve \u00e7er\u00e7eve boyunca uzanan y\u00fck yoluna uygun c\u0131vatal\u0131 ba\u011flant\u0131lar veya proje \u015fartnamesinde belirtilen alternatifler.<\/li>\n
    5. Onayl\u0131 hesaplama dosyalar\u0131 ve \u00e7izimler haz\u0131rlay\u0131n. Sat\u0131\u015f ekibinin e-posta ile g\u00f6nderebilece\u011fi bir g\u00f6rselle\u015ftirmenin aksine, bunlar in\u015faat idaresinin fiilen inceledi\u011fi belgelerdir.<\/li>\n<\/ol>\n

      S\u0131f\u0131r. ad\u0131mdan (konfig\u00fcrat\u00f6r modeli) do\u011frudan imalata ge\u00e7mek, al\u0131c\u0131lar\u0131n ekranda iyi g\u00f6r\u00fcnen ancak ruhsat a\u015famas\u0131nda reddedilen bir binayla kar\u015f\u0131 kar\u015f\u0131ya kalmalar\u0131na neden olur.<\/p>\n

      \"\"<\/p>\n

      Konfig\u00fcrat\u00f6r \u00c7\u0131kt\u0131s\u0131 ve Haz\u0131r Paket: Yan Yana Kar\u015f\u0131la\u015ft\u0131rma<\/h2>\n\n\n\n\n\n\n\n\n\n\n\n\n
      Gerekli Olanlar<\/th>\nTasar\u0131m Yap\u0131land\u0131r\u0131c\u0131s\u0131<\/th>\nYap\u0131 M\u00fchendisli\u011fi Paketi<\/th>\n<\/tr>\n<\/thead>\n
      Boyutlar ve Kaplad\u0131\u011f\u0131 Alan<\/strong><\/td>\nEvet<\/td>\nEvet<\/td>\n<\/tr>\n
      \u00c7at\u0131, Duvar, Renk Se\u00e7enekleri<\/strong><\/td>\nEvet<\/td>\nEvet<\/td>\n<\/tr>\n
      Yakla\u015f\u0131k B\u00fct\u00e7e Aral\u0131\u011f\u0131<\/strong><\/td>\nEvet, sadece tahmini<\/td>\nY\u00fck verilerinden sonra kesin fiyat teklifi<\/td>\n<\/tr>\n
      R\u00fczg\u00e2r\/Kar\/Sismik Y\u00fck Hesaplamas\u0131<\/strong><\/td>\nHay\u0131r<\/td>\nEvet, mek\u00e2na \u00f6zg\u00fc<\/td>\n<\/tr>\n
      Vin\u00e7 Y\u00fck\u00fc ve Ray Tasar\u0131m\u0131<\/strong><\/td>\nHay\u0131r<\/td>\nEvet, uygunsa<\/td>\n<\/tr>\n
      Ba\u011flant\u0131 Tasar\u0131m\u0131<\/strong><\/td>\nHay\u0131r<\/td>\nEvet<\/td>\n<\/tr>\n
      Damgal\u0131, Kod Referansl\u0131 \u00c7izimler<\/strong><\/td>\nHay\u0131r<\/td>\nEvet<\/td>\n<\/tr>\n
      Hedef Bina Y\u00f6netmeli\u011fi \u0130ncelemesi<\/strong><\/td>\nHay\u0131r<\/td>\nYerel m\u00fchendisle koordineli olarak<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

      Sol s\u00fctun \u201cnas\u0131l g\u00f6r\u00fcnecek\u201d sorusuna yan\u0131t verir. Sa\u011f s\u00fctun ise \u201cbu plan ge\u00e7erli olacak m\u0131 ve ruhsat dairesi bunu kabul edecek mi\u201d sorusuna yan\u0131t verir.\u201d<\/p>\n

      Bunun B\u00fct\u00e7eniz \u0130\u00e7in Anlam\u0131<\/h2>\n

      Sinomega<\/a> end\u00fcstriyel \u00e7elik binalar i\u00e7in 35\u201370 ABD dolar\u0131\/m\u00b2 aral\u0131\u011f\u0131nda bir FOB fiyat aral\u0131\u011f\u0131 yay\u0131nlamaktad\u0131r ve bu aral\u0131\u011f\u0131n \u2014 tek bir rakam yerine \u2014 nedeninin kayna\u011f\u0131, bir konfig\u00fcrat\u00f6r\u00fcn g\u00f6remeyece\u011fi de\u011fi\u015fkenlerden kaynaklanmaktad\u0131r: \u00e7elik t\u00fcketimi ve kalitesi, r\u00fczg\u00e2r\/kar\/sismik y\u00fckler, kat say\u0131s\u0131, vin\u00e7 y\u00fckleri, \u00e7at\u0131 ve duvar sistemi, yal\u0131t\u0131m, yang\u0131na dayan\u0131kl\u0131l\u0131k, y\u00fczey i\u015fleme, var\u0131\u015f liman\u0131, nakliye y\u00f6ntemi ve montaj kapsam\u0131. Farkl\u0131 r\u00fczg\u00e2r b\u00f6lgelerinde bulunan ve taban alanlar\u0131 ayn\u0131 olan iki bina, yap\u0131sal hesaplamalar yap\u0131ld\u0131ktan sonra bu aral\u0131\u011f\u0131n z\u0131t u\u00e7lar\u0131nda yer alabilir. Kamu binalar\u0131, y\u00fcksek katl\u0131 \u00e7elik yap\u0131lar ve prefabrik konut \u00e7\u00f6z\u00fcmleri, bu yay\u0131nlanan aral\u0131\u011f\u0131n tamamen d\u0131\u015f\u0131ndad\u0131r ve projeye \u00f6zel bir fiyat teklifi gerektirir; zira bu yap\u0131lar\u0131n fiyat\u0131n\u0131 belirleyen fakt\u00f6rler \u00e7ok fazla de\u011fi\u015fiklik g\u00f6sterdi\u011finden, genel bir rakam\u0131n faydal\u0131 olmas\u0131 m\u00fcmk\u00fcn de\u011fildir.<\/p>\n

      S\u0131k Sorulan Sorular<\/h2>\n

      \u00a0\u00c7elik bina tasar\u0131m arac\u0131 nedir?<\/h3>\n

      Al\u0131c\u0131n\u0131n, yap\u0131sal analiz yapmadan boyutlar\u0131, tavan stilini ve d\u0131\u015f tasar\u0131m se\u00e7eneklerini belirleyerek 3B g\u00f6rselle\u015ftirme ve yakla\u015f\u0131k bir b\u00fct\u00e7e tahmini olu\u015fturmas\u0131na olanak tan\u0131yan bir \u00e7evrimi\u00e7i konfig\u00fcrat\u00f6r.<\/p>\n

      \u00a0Konfig\u00fcrat\u00f6r boyutlar\u0131n\u0131 yap\u0131sal \u00e7izimlerim olarak kullanabilir miyim?<\/h3>\n

      Hay\u0131r. Konfig\u00fcrat\u00f6r \u00e7\u0131kt\u0131s\u0131 bir tasar\u0131m konseptidir. Ruhsat daireleri ve imalat\u00e7\u0131lar, \u015fantiyenizin ger\u00e7ek y\u00fck verilerine dayal\u0131, damgal\u0131 statik hesaplamalara ve \u00e7izimlere ihtiya\u00e7 duyar.<\/p>\n

      \u00a0Tipik bir konfig\u00fcrat\u00f6r hangi y\u00fck durumlar\u0131n\u0131 g\u00f6z ard\u0131 eder?<\/h3>\n

      R\u00fczg\u00e2r, kar, sismik y\u00fckler ve ilgili y\u00f6netmeliklerin gerektirdi\u011fi bu y\u00fcklerin toplam\u0131 \u2014 ayr\u0131ca uygun oldu\u011fu durumlarda vin\u00e7 y\u00fckleri.<\/p>\n

      \u00a0Daha geni\u015f bir a\u00e7\u0131kl\u0131k, hesaplanmas\u0131 gerekenleri de\u011fi\u015ftirir mi?<\/h3>\n

      Evet. End\u00fcstriyel \u00e7elik binalar i\u00e7in yay\u0131nlanan 36 metrelik a\u00e7\u0131kl\u0131k aral\u0131\u011f\u0131 gibi daha geni\u015f a\u00e7\u0131kl\u0131klar, iskelet boyutland\u0131rma ve destekleme konusunda hata pay\u0131n\u0131 daralt\u0131r; bu da y\u00fck verilerinin do\u011frulu\u011funu daha da \u00f6nemli hale getirir, aksine \u00f6nemsizle\u015ftirmez.<\/p>\n

      \u00a0Neden bir konfig\u00fcrat\u00f6r bana nihai fiyat\u0131 veremiyor?<\/h3>\n

      Nihai fiyatland\u0131rma, y\u00fck senaryosu sonu\u00e7lar\u0131na, \u00e7elik kalitesine, vin\u00e7 teminine ve var\u0131\u015f noktas\u0131na nakliye ile kurulum kapsam\u0131na ba\u011fl\u0131d\u0131r; m\u00fchendislik a\u015famas\u0131 tamamlanana kadar konfig\u00fcrat\u00f6r\u00fcn bu bilgilere eri\u015fimi yoktur.<\/p>","protected":false},"excerpt":{"rendered":"

      A steel building designer is an online tool that turns basic inputs \u2014 width, length, height, roof style \u2014 into a 3D rendering and a rough budget range. It does not calculate wind, snow or seismic load cases, size connections, or confirm that the finished design complies with the building code at your project’s destination. […]<\/p>","protected":false},"featured_media":0,"comment_status":"closed","ping_status":"closed","template":"","class_list":["post-911","news","type-news","status-publish","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.sinomegasteelstructure.com\/tr\/wp-json\/wp\/v2\/news\/911","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.sinomegasteelstructure.com\/tr\/wp-json\/wp\/v2\/news"}],"about":[{"href":"https:\/\/www.sinomegasteelstructure.com\/tr\/wp-json\/wp\/v2\/types\/news"}],"replies":[{"embeddable":true,"href":"https:\/\/www.sinomegasteelstructure.com\/tr\/wp-json\/wp\/v2\/comments?post=911"}],"wp:attachment":[{"href":"https:\/\/www.sinomegasteelstructure.com\/tr\/wp-json\/wp\/v2\/media?parent=911"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}