{"id":3003,"date":"2024-07-02T15:08:30","date_gmt":"2024-07-02T12:08:30","guid":{"rendered":"https:\/\/innfes.com\/tr\/calculation-of-the-rafter-system-of-the-gable-roof\/"},"modified":"2024-07-02T15:08:30","modified_gmt":"2024-07-02T12:08:30","slug":"calculation-of-the-rafter-system-of-the-gable-roof","status":"publish","type":"post","link":"https:\/\/innfes.com\/tr\/calculation-of-the-rafter-system-of-the-gable-roof\/","title":{"rendered":"Be\u015fik \u00e7at\u0131 kiri\u015f sisteminin hesaplanmas\u0131"},"content":{"rendered":"\n

Bir be\u015fik \u00e7at\u0131n\u0131n yap\u0131sal olarak sa\u011flam olmas\u0131 ve ama\u00e7land\u0131\u011f\u0131 gibi i\u015flev g\u00f6rmesi i\u00e7in, kiri\u015f sistemi hesaplanmal\u0131d\u0131r. \u00c7at\u0131 kaplamas\u0131, \u00e7at\u0131n\u0131n a\u011f\u0131rl\u0131\u011f\u0131n\u0131 binan\u0131n duvarlar\u0131na da da\u011f\u0131tan kiri\u015f sistemi taraf\u0131ndan desteklenir. \u00dc\u00e7gen \u00e7at\u0131n\u0131n kendine \u00f6zg\u00fc \u00fc\u00e7gen \u015feklini olu\u015fturmak i\u00e7in \u00e7at\u0131n\u0131n mahyas\u0131nda bir araya gelen a\u00e7\u0131l\u0131 kiri\u015flerden olu\u015fur.<\/p>\n

Kiri\u015f sistemi hesaplan\u0131rken bir dizi \u00f6nemli fakt\u00f6r\u00fcn g\u00f6z \u00f6n\u00fcnde bulundurulmas\u0131 gerekir. Genellikle ah\u015fap veya metal olmak \u00fczere kullan\u0131lan malzemelerin y\u00fck ta\u015f\u0131ma kapasitesi bunlardan biridir. Di\u011fer fakt\u00f6rler ise kiri\u015flerin ne kadar dik y\u00fckselece\u011fini kontrol eden \u00e7at\u0131 e\u011fimi ve \u00e7at\u0131y\u0131 destekleyen duvarlar aras\u0131ndaki yatay mesafe olan \u00e7at\u0131 a\u00e7\u0131kl\u0131\u011f\u0131d\u0131r. \u00c7at\u0131n\u0131n a\u011f\u0131rl\u0131\u011f\u0131n\u0131n yan\u0131 s\u0131ra kar veya r\u00fczgar gibi ek y\u00fckleri desteklemek i\u00e7in gereken merteklerin boyutu ve aral\u0131\u011f\u0131, birlikte ele al\u0131nan \u015fu fakt\u00f6rler taraf\u0131ndan belirlenir.<\/p>\n

Bir ta\u015f\u0131y\u0131c\u0131 duvar\u0131n d\u0131\u015f kenar\u0131ndan kar\u015f\u0131 ta\u015f\u0131y\u0131c\u0131 duvar\u0131n d\u0131\u015f kenar\u0131na kadar \u00f6l\u00e7\u00fclen \u00e7at\u0131 a\u00e7\u0131kl\u0131\u011f\u0131, kiri\u015f sisteminin hesaplanmas\u0131nda ilk ad\u0131md\u0131r. Bu \u00f6l\u00e7\u00fcm \u00f6nemlidir \u00e7\u00fcnk\u00fc kiri\u015flerin uzunlu\u011funu ve boyutunu do\u011frudan etkiler. Ard\u0131ndan, \u00e7at\u0131n\u0131n e\u011fimi mimari tarz, iklim ko\u015fullar\u0131 ve ki\u015fisel tercih gibi unsurlara g\u00f6re belirlenir; tipik e\u011fimler hafif e\u011fimlerden daha keskin e\u011fimlere kadar de\u011fi\u015fir.<\/p>\n

Kiri\u015flerin uzunlu\u011funu bulmak, a\u00e7\u0131kl\u0131k ve e\u011fimi belirledikten sonra gelir. Bu hesaplama, yatay a\u00e7\u0131kl\u0131\u011fa ek olarak \u00e7at\u0131n\u0131n dikey y\u00fckselmesini de dikkate al\u0131r. Y\u00fckselmeyi kar\u015f\u0131lamak i\u00e7in, kiri\u015f uzunluklar\u0131 genellikle yatay a\u00e7\u0131kl\u0131ktan daha uzun kesilir, bu da kurulu bir \u00fc\u00e7gen \u015fekli ile sonu\u00e7lan\u0131r. \u00c7at\u0131n\u0131n genel sa\u011flaml\u0131\u011f\u0131n\u0131 ve esteti\u011fini etkiledi\u011fi i\u00e7in, kiri\u015flerin mahyada birle\u015fti\u011fi a\u00e7\u0131 da \u00e7ok \u00f6nemlidir.<\/p>\n

\u00c7at\u0131 kaplamas\u0131n\u0131n a\u011f\u0131rl\u0131\u011f\u0131n\u0131 ve uygulanan y\u00fckleri e\u015fit olarak da\u011f\u0131tmak i\u00e7in, kiri\u015flerin aral\u0131klar\u0131 uzunluklar\u0131na ek olarak a\u00e7\u0131kl\u0131klar\u0131 boyunca hesaplan\u0131r. Bu aral\u0131k, her bir kiri\u015fin \u00e7at\u0131 a\u011f\u0131rl\u0131\u011f\u0131n\u0131n kendi pay\u0131na d\u00fc\u015fen k\u0131sm\u0131n\u0131 ta\u015f\u0131yabilmesini sa\u011flayarak \u00e7at\u0131n\u0131n \u00e7\u00f6kmesini veya yap\u0131sal b\u00fct\u00fcnl\u00fc\u011f\u00fcn\u00fc kaybetmesini \u00f6nler. Mertek sisteminin do\u011fru tahmin edilmesi, g\u00fcvenlik ve sa\u011flaml\u0131\u011f\u0131n yan\u0131 s\u0131ra uzun vadede \u00e7at\u0131n\u0131n uzun \u00f6m\u00fcrl\u00fcl\u00fc\u011f\u00fc ve performans\u0131 i\u00e7in de \u00e7ok \u00f6nemlidir.<\/p>\n

\n Bir be\u015fik \u00e7at\u0131 in\u015fa ederken kiri\u015f sisteminin nas\u0131l hesaplanaca\u011f\u0131n\u0131 bilir. \u00c7at\u0131n\u0131n ana yap\u0131sal bile\u015feni olan kiri\u015f sistemi, destek ve yap\u0131 sa\u011flar. Hesaplama yoluyla, in\u015faat\u00e7\u0131lar her kiri\u015fin kesin uzunlu\u011funu ve a\u00e7\u0131s\u0131n\u0131 belirleyebilir ve \u00e7at\u0131n\u0131n yaln\u0131zca sa\u011flam de\u011fil, ayn\u0131 zamanda ya\u011fmuru da\u011f\u0131tmak ve meteorolojik olaylara dayanmak i\u00e7in uygun \u015fekilde e\u011fimli olmas\u0131n\u0131 garanti eder. \u00c7at\u0131 a\u00e7\u0131kl\u0131\u011f\u0131 ve \u00f6ng\u00f6r\u00fclen \u00e7\u0131k\u0131nt\u0131 hesaba kat\u0131l\u0131rken mertek uzunlu\u011funu ve e\u011fim a\u00e7\u0131s\u0131n\u0131 belirlemek i\u00e7in bu hesaplamada basit trigonometri kullan\u0131l\u0131r. Be\u015fik \u00e7at\u0131 in\u015faat\u0131n\u0131n g\u00fcvenli, etkili ve kaliteli i\u015f\u00e7ilikle yap\u0131lmas\u0131n\u0131 sa\u011flamak i\u00e7in \u00e7at\u0131da \u00e7al\u0131\u015fan herkesin bu hesaplama konusunda yetkin olmas\u0131 gerekir.\n <\/p><\/blockquote>\n

Basit \u00e7at\u0131 tipleri<\/h2>\n

Evler i\u00e7in en temel sistem t\u00fcrlerinden biri olmas\u0131na ra\u011fmen, \u00e7e\u015fitli yap\u0131 t\u00fcrleri vard\u0131r. Standart veya \u00f6zg\u00fcn \u00f6zel projelere uygun olarak evlerin yap\u0131m\u0131nda \u00e7at\u0131lar\u0131n kullan\u0131m\u0131n\u0131 \u00e7e\u015fitli \u00fcr\u00fcnler sayesinde art\u0131rabilirsiniz.<\/p>\n

Be\u015fik \u00e7at\u0131n\u0131n asimetrik mertek sistemi<\/p>\n

Be\u015fik \u00fczerinde kahverengi kiri\u015f<\/p>\n

Deneyimsiz geli\u015ftiricilerin en temel be\u015fik \u00e7at\u0131 mertek sistemlerini hesaplamalar\u0131 tavsiye edilir.<\/p>\n

Kiri\u015f sisteminin yap\u0131sal elemanlar\u0131<\/h2>\n

Her \u00f6zel durum i\u00e7in, hesaplanmas\u0131 gereken t\u00fcm bile\u015fenlerin bir listesini sa\u011flayaca\u011f\u0131z.<\/p>\n

Mauerlat<\/h3>\n

Kiri\u015f sisteminin en basit eleman\u0131 150 \u00d7 150 mm, 200 \u00d7 200 mm'lik bir kiri\u015ften veya 50 \u00d7 150 mm ve 50 \u00d7 200 mm'lik levhalardan yap\u0131labilir. K\u00fc\u00e7\u00fck evlerde 25 mm kal\u0131nl\u0131\u011f\u0131nda e\u015fle\u015ftirilmi\u015f levhalar\u0131n kullan\u0131lmas\u0131na izin verilir. Mauerlat sorumsuz bir eleman olarak kabul edilir, g\u00f6revi sadece yap\u0131n\u0131n cephe duvarlar\u0131n\u0131n \u00e7evresindeki kiri\u015f ayaklar\u0131ndan gelen nokta \u00e7abalar\u0131n\u0131 e\u015fit olarak da\u011f\u0131tmakt\u0131r. Ankrajlar veya b\u00fcy\u00fck d\u00fcbeller kullan\u0131larak takviye kay\u0131\u015f\u0131 \u00fczerinde duvara sabitlenir. Baz\u0131 kiri\u015f sistemleri b\u00fcy\u00fck patlama g\u00fc\u00e7lerine sahiptir, bu durumlarda eleman stabilite i\u00e7in tasarlanm\u0131\u015ft\u0131r. Buna g\u00f6re, Mauerlat'\u0131 duvarlara sabitlemenin en uygun yollar\u0131, duvarlar\u0131n\u0131n malzemesi dikkate al\u0131narak se\u00e7ilir.<\/p>\n

<\/p>\n

Brus fiyatlar\u0131<\/h3>\n

Tu\u011fla<\/s><\/p>\n

Mertek ayaklar\u0131<\/h3>\n

Kiri\u015f sisteminin siluetini olu\u015fturun ve r\u00fczgar, kar, statik ve dinamik kuvvetler ile ge\u00e7ici ve s\u00fcrekli y\u00fcklerden kaynaklananlar da dahil olmak \u00fczere t\u00fcm aktif y\u00fckleri g\u00f6zlemleyin.<\/p>\n

<\/p>\n

50 x 100 mm veya 50 x 150 mm levhalardan imal edilmi\u015f olup, \u00e7ekirdekli veya s\u00fcrekli olabilirler.<\/p>\n

<\/p>\n

Levhalar\u0131n e\u011filmeye kar\u015f\u0131 direnci, elde edilen veriler, ayaklar aras\u0131ndaki mesafe, kayalar ve ah\u015fap \u00e7e\u015fitleri ve stabiliteyi art\u0131rmak i\u00e7in se\u00e7ilen ek unsurlar hesaba kat\u0131larak belirlenir. Bir \u00e7iftlik, \u00fcst k\u0131sm\u0131nda puf olas\u0131l\u0131\u011f\u0131 olan birbirine ba\u011fl\u0131 iki bacakt\u0131r.<\/p>\n

<\/p>\n

Rafter \u00e7iftlikleri: nedir bunlar?<\/p>\n

Taytlar\u0131n amac\u0131 germektir.<\/p>\n

<\/p>\n

Kiri\u015fleri \u00e7i\u011fneyin<\/p>\n

Ko\u015far<\/h3>\n

Be\u015fik \u00e7at\u0131 kiri\u015f sisteminin temel bile\u015fenlerinden biri. y\u00fcklerle e\u015fle\u015fen levhalardan veya keresteden in\u015fa edilir ve maksimum e\u011filme kuvvetleri i\u00e7in hesaplan\u0131r. Yana do\u011fru, en y\u00fcksek konuma monte edilen patenin yanlar\u0131na monte edilebilir. \u00c7al\u0131\u015fmalar\u0131n hesaplamalar\u0131 karma\u015f\u0131kt\u0131r ve \u00e7ok \u00e7e\u015fitli de\u011fi\u015fkenlerin dikkate al\u0131nmas\u0131 gerekir.<\/p>\n

<\/p>\n

Kiri\u015fler i\u00e7in yar\u0131klar<\/h3>\n

Hem e\u011fimli hem de dikey olabilir. kiri\u015flere dik a\u00e7\u0131yla tutturulmu\u015f s\u0131k\u0131\u015ft\u0131rma i\u015flerini i\u00e7eriyordu. Alt k\u0131s\u0131m beton plakalar veya tavan kiri\u015fleri ile desteklenir; yatay bir lin\u00e7 \u00fczerinde durmak kabul edilebilir bir se\u00e7enektir. Kiri\u015f ayaklar\u0131n\u0131n \u00fcretimi amac\u0131yla, duraklar nedeniyle daha ince kereste kullan\u0131labilir. Yatay s\u0131k\u0131\u015ft\u0131rma dikey durdurucularla desteklenir.<\/p>\n

<\/p>\n

Salc\u0131lar i\u00e7in bir sal<\/p>\n

Lejni<\/h3>\n

Tavan aras\u0131 boyunca d\u00fczenlenirler ve bir dizi i\u00e7 b\u00f6lmeye veya ta\u015f\u0131y\u0131c\u0131 duvara dayan\u0131rlar. Ama\u00e7, y\u00fcklerin farkl\u0131 durak t\u00fcrlerinden iletilebilece\u011fi yeni konumlar ekleyerek karma\u015f\u0131k bir kiri\u015f sisteminin \u00fcretimini basitle\u015ftirmektir. Ba\u015fl\u0131k i\u00e7in kal\u0131n levhalar veya kiri\u015fler kullanabilirsiniz; hesaplama, destek noktalar\u0131 aras\u0131ndaki maksimum e\u011filme momentine dayan\u0131r.<\/p>\n

<\/p>\n

A \u015fematik olarak d\u00f6\u015feniyor<\/p>\n

Gevezelik<\/h3>\n

Se\u00e7ilen kasa t\u00fcr\u00fc, \u00e7at\u0131 kaplamalar\u0131n\u0131n teknik \u00f6zelliklerini dikkate al\u0131r ve mertek sistemi g\u00f6stergeleri \u00fczerinde hi\u00e7bir etkisi yoktur.<\/p>\n

<\/p>\n

\n Oluklu mukavva i\u00e7in hangi t\u00fcr kasa gereklidir?? Metal ne zaman monte edilir ve ah\u015fap ne zaman monte edilir? Uygun sand\u0131k basama\u011f\u0131n\u0131 nas\u0131l se\u00e7erim ve hangi fakt\u00f6rleri dikkate almal\u0131y\u0131m?? Bu sorulara ili\u015fkin kapsaml\u0131 yan\u0131tlar\u0131 web sitemizde bulabilirsiniz!\n <\/p><\/blockquote>\n

\u0130n\u015faat levhalar\u0131 i\u00e7in fiyatlar<\/h3>\n

\u0130n\u015faat panolar\u0131<\/s><\/p>\n

Be\u015fik \u00e7at\u0131 hesaplama a\u015famalar\u0131<\/h2>\n

Her g\u00f6rev, her biri tasar\u0131m\u0131n istikrar\u0131n\u0131 ve uzun \u00f6m\u00fcrl\u00fcl\u00fc\u011f\u00fcn\u00fc \u00f6nemli \u00f6l\u00e7\u00fcde etkileyen birden fazla a\u015famadan olu\u015fur.<\/p>\n

Kiri\u015f ayaklar\u0131n\u0131n parametrelerinin hesaplanmas\u0131<\/h3>\n

Kereste ve \u00e7iftlik a\u015famas\u0131n\u0131n do\u011frusal parametreleri toplanan verilere dayanarak belirlenmi\u015ftir. E\u015fit da\u011f\u0131l\u0131m i\u00e7in, kiri\u015fler \u00fczerindeki y\u00fckler \u00e7ok a\u011f\u0131rsa dikey veya k\u00f6\u015fe durdurucular monte edilir. Hesaplamalar daha sonra yeni verilerin eklenmesiyle yeniden yap\u0131l\u0131r. B\u00fck\u00fclme ve e\u011filme momentlerinin b\u00fcy\u00fckl\u00fc\u011f\u00fc ve \u00e7abalara maruz kalma y\u00f6n\u00fc de\u011fi\u015fiklik g\u00f6sterir. Hesaplamalar yap\u0131l\u0131rken \u00fc\u00e7 farkl\u0131 y\u00fck t\u00fcr\u00fcn\u00fcn dikkate al\u0131nmas\u0131 gerekir.<\/p>\n

    \n Sabit.<\/strong> Bu y\u00fckler \u00e7at\u0131 kaplama malzemelerinin, kasan\u0131n, yal\u0131t\u0131m katmanlar\u0131n\u0131n a\u011f\u0131rl\u0131\u011f\u0131n\u0131 i\u00e7erir. Tavan aras\u0131 i\u015fletiliyorsa, duvarlar\u0131n i\u00e7 y\u00fczeylerindeki t\u00fcm otel malzemelerinin k\u00fctlesi dikkate al\u0131nmal\u0131d\u0131r. \u00c7at\u0131 kaplama malzemelerine ili\u015fkin veriler teknik \u00f6zelliklerinden al\u0131nm\u0131\u015ft\u0131r. Metal \u00e7at\u0131lar daha kolayd\u0131r, en a\u011f\u0131r \u015feyl malzemeler, seramik veya \u00e7imento-kum kiremitler hepsinden daha a\u011f\u0131rd\u0131r.\n <\/ol>\n

    <\/p>\n

    Yap\u0131y\u0131 etkileyen y\u00fckler<\/p>\n

    <\/p>\n

    Kar y\u00fck\u00fc olarak adland\u0131r\u0131l\u0131r<\/p>\n

    Ayr\u0131ca, kar y\u00fcksekli\u011fi sadece iklim b\u00f6lgesi dikkate al\u0131narak de\u011fil, ayn\u0131 zamanda evin ana noktalara olan konumuna, araziye, binan\u0131n belirli bir konumuna vb. ba\u011fl\u0131 olarak da de\u011fi\u015fir. D. R\u00fczgar\u0131n g\u00fcc\u00fc ve y\u00f6n\u00fcne ili\u015fkin veriler de g\u00fcvenilmezdir. Mimarlar bu zor durumdan bir \u00e7\u0131k\u0131\u015f yolu buldular: veriler eski tablolardan al\u0131n\u0131yor, ancak g\u00fcvenilirlik ve istikrar\u0131n sigortas\u0131 i\u00e7in her form\u00fclde g\u00fc\u00e7 marj\u0131 kullan\u0131l\u0131yor. Konut binalar\u0131ndaki sorumlu kiri\u015f sistemleri i\u00e7in standart 1.4. Bu, sistem elemanlar\u0131n\u0131n t\u00fcm do\u011frusal parametrelerinin 1 artt\u0131\u011f\u0131 anlam\u0131na gelir.4 kat artar ve bu sayede yap\u0131n\u0131n g\u00fcvenilirli\u011fi ve \u00e7al\u0131\u015fma g\u00fcvenli\u011fi artar.<\/p>\n

    <\/p>\n

    \u00c7at\u0131 y\u00fcklerini hesaplamak i\u00e7in tablolar kullan\u0131l\u0131r, ancak bir d\u00fczeltme katsay\u0131s\u0131 eklenir.<\/p>\n

    Binan\u0131n yap\u0131s\u0131nda bulunan bir g\u00f6sterge olan \u00e7arp\u0131lm\u0131\u015f d\u00fczeltme katsay\u0131s\u0131, ger\u00e7ek r\u00fczgar y\u00fck\u00fcn\u00fc temsil eder. Binan\u0131n \u00f6zellikleri d\u00fczeltme fakt\u00f6r\u00fc ile karakterize edilir. Maksimum kar y\u00fck\u00fcn\u00fc belirlemek i\u00e7in de ayn\u0131 form\u00fcl kullan\u0131l\u0131r.<\/p>\n

    <\/p>\n

    \u00c7at\u0131 \u00fczerindeki r\u00fczgar kuvveti<\/p>\n

    Yukar\u0131da belirtilen y\u00fcklerin her birinin ayn\u0131 anda etki etme olas\u0131l\u0131\u011f\u0131 nihai de\u011ferler belirlenirken dikkate al\u0131n\u0131r. Mukavemet marj\u0131 katsay\u0131s\u0131, kiri\u015f sistemindeki her bir bile\u015fenin boyutlar\u0131n\u0131 belirlemek i\u00e7in kullan\u0131l\u0131r. Ayn\u0131 algoritma, mertek ayaklar\u0131na ek olarak atlama telleri, duraklar, \u00e7atlaklar ve yolluklar gibi di\u011fer \u00e7at\u0131 elemanlar\u0131n\u0131 tasarlamak i\u00e7in de kullan\u0131l\u0131r.<\/p>\n

    Kiri\u015fler \u00fczerindeki y\u00fck\u00fc hesaplayan hesap makinesi<\/h3>\n

    \u00c7at\u0131n\u0131n hesaplanmas\u0131 i\u00e7in genel ipu\u00e7lar\u0131<\/h3>\n

    Herhangi bir i\u015fe ba\u015flamadan \u00f6nce kiri\u015f sisteminin bir tasla\u011f\u0131n\u0131 \u00e7izin, ek duraklar\u0131n boyutunu ve kesin konumunu belirtin. Bu \u00e7izimi hesaplarken ve m\u00fcmk\u00fcn olan en iyi se\u00e7enekleri se\u00e7erken ayarlayabilirsiniz.<\/p>\n

    <\/p>\n

    Herhangi bir i\u015fe ba\u015flamadan \u00f6nce kiri\u015f sisteminin bir tasla\u011f\u0131n\u0131 haz\u0131rlamal\u0131s\u0131n\u0131z.<\/p>\n

    \u00c7at\u0131da daha farkl\u0131 y\u00fckl\u00fc d\u00fc\u011f\u00fcmler oldu\u011funda g\u00fc\u00e7 kayna\u011f\u0131n\u0131 kullanmak daha \u00f6nemlidir. Ger\u00e7ek \u015fu ki, her yeni d\u00fc\u011f\u00fcm noktas\u0131nda sorunlar ortaya \u00e7\u0131kabilir; bu nedenle, binan\u0131n tasar\u0131m a\u015famas\u0131nda \u00f6ng\u00f6r\u00fclmeli ve ele al\u0131nmal\u0131d\u0131r.<\/p>\n

    E\u011fimlerin e\u011fim a\u00e7\u0131s\u0131n\u0131n hesaplanmas\u0131<\/h3>\n

    Bu de\u011fer, dikey ve yatay \u00e7abalar\u0131n nas\u0131l da\u011f\u0131t\u0131laca\u011f\u0131n\u0131 belirler. Kiri\u015f sistemi ve \u00e7at\u0131 katlar\u0131 \u00fczerinde etkili olan t\u00fcm kuvvetler, hesaplamalar s\u0131ras\u0131nda kesinlikle dikey ve kesinlikle yatay kategorilere ayr\u0131l\u0131r. Bu projeksiyonlar tek ba\u015f\u0131na de\u011ferlendirildi\u011finde. Ah\u015fap elemanlar hem boylamas\u0131na hem de enine kuvvetlere maruz kal\u0131r.<\/p>\n

    <\/p>\n

    \u00c7at\u0131 a\u00e7\u0131s\u0131n\u0131n hesaplanmas\u0131<\/p>\n

    E\u011fim e\u011fimi, kullan\u0131lan \u00e7at\u0131 kaplama malzemelerinin teknik \u00f6zelliklerine g\u00f6re belirlenir. Tek bir ortak aksiyom vard\u0131r: kiri\u015f sistemi, a\u00e7\u0131 b\u00fcy\u00fcd\u00fck\u00e7e daha az dikey y\u00fcke maruz kal\u0131r. Bununla birlikte, bu parametre artt\u0131k\u00e7a, \u00e7at\u0131n\u0131n yelkeni ve r\u00fczgar\u0131n kiri\u015f sisteminin stabilitesi \u00fczerindeki etkisi de artar.<\/p>\n

    \u00c7at\u0131 a\u00e7\u0131s\u0131 hesaplama hesaplay\u0131c\u0131s\u0131<\/h3>\n

    Kiri\u015f basamaklar\u0131n\u0131n hesaplanmas\u0131<\/h3>\n

    Kiri\u015fsiz \u00e7at\u0131lar i\u00e7in, kiri\u015fler aras\u0131ndaki ad\u0131m kiri\u015flerin ideal parametrelerine g\u00f6re se\u00e7ilir; evrensel bir k\u0131lavuz yoktur. B\u00fcy\u00fck keresteden yap\u0131lm\u0131\u015flarsa basamak y\u00fckselir; boyutlar \u00f6nemli de\u011filse, kiri\u015fler birbirine daha yak\u0131nd\u0131r. Bu y\u00f6ntem, be\u015fik \u00e7at\u0131n\u0131n kiri\u015f sistemini in\u015fa etmek i\u00e7in kullan\u0131lan yap\u0131 malzemelerinin maliyetinde mali tasarruf sa\u011flar.<\/p>\n

    Konut \u00e7at\u0131 katlar\u0131 planlan\u0131rken kiri\u015f ayaklar\u0131n\u0131n basama\u011f\u0131 s\u0131k\u0131 bir \u015fekilde d\u00fczenlenir. Kullan\u0131lan \u0131s\u0131t\u0131c\u0131n\u0131n geni\u015fli\u011fi, tipik olarak 56-58 cm olan mesafeyi belirler.<\/p>\n

    <\/p>\n

    Kiri\u015flerin uzunlu\u011fu ve ad\u0131m\u0131<\/p>\n

    Kiri\u015f ayaklar\u0131n\u0131n uzunlu\u011funu hesaplayan hesap makinesi<\/h3>\n

    Dina'n\u0131n kiri\u015f ayaklar\u0131n\u0131n hesaplanmas\u0131<\/h3>\n

    \u0130ki eylem algoritmas\u0131 vard\u0131r; se\u00e7im en fazla say\u0131da farkl\u0131 fakt\u00f6r dikkate al\u0131narak yap\u0131l\u0131r.<\/p>\n

      \n
    1. Ba\u015flang\u0131\u00e7 verileri i\u00e7in, e\u011fimlerin e\u011fim a\u00e7\u0131s\u0131 kabul edilir. Bu durumda, bilinmeyen sadece kiri\u015f ayaklar\u0131n\u0131n uzunlu\u011fu de\u011fil, ayn\u0131 zamanda \u00e7at\u0131 kat\u0131n\u0131n maksimum y\u00fcksekli\u011fidir. Hesaplama s\u0131ras\u0131nda Pisagor teoremi kullan\u0131l\u0131r, kiri\u015flerin uzunlu\u011fu ve patenin bulundu\u011fu yerdeki dikey duraklar\u0131n y\u00fcksekli\u011fi ayr\u0131 ayr\u0131 hesaplan\u0131r.<\/li>\n
    2. Kiri\u015f ayaklar\u0131n\u0131n uzunlu\u011fu kaynak verilerdedir, kiri\u015f sisteminin y\u00fcksekli\u011fini bulman\u0131z gerekir. Hesaplama biraz basitle\u015ftirilmi\u015ftir. \u0130lk olarak, belirli bir binadaki bu uzunluktaki kiri\u015flerin e\u011fim a\u00e7\u0131s\u0131 belirlenmeli ve daha sonra kiri\u015f sisteminin y\u00fcksekli\u011fi zaten tan\u0131nmal\u0131d\u0131r.<\/li>\n<\/ol>\n

      Kiri\u015fin enine kesitini etkileyen fakt\u00f6rler nelerdir?<\/h3>\n

      Y\u00fck birincil fakt\u00f6rd\u00fcr. Bu konuyu daha \u00f6nce yaz\u0131l\u0131 olarak ele alm\u0131\u015f, durumu ve nelere ba\u011fl\u0131 oldu\u011funu ana hatlar\u0131yla belirtmi\u015ftik. Tasar\u0131mc\u0131lar, hesaplanan maksimum y\u00fcke dayal\u0131 olarak kiri\u015f sisteminin bile\u015fen par\u00e7alar\u0131n\u0131n kesit parametrelerini belirler.<\/p>\n

        \n Kesit geometrisi.<\/strong> Malzemelerin direnci biliminde, y\u00fckl\u00fc elemanlar\u0131n optimum boyutlar\u0131n\u0131 belirlemenize olanak tan\u0131yan birka\u00e7 temel yasa vard\u0131r. Bu nedenle, kiri\u015f sisteminin tahmini maliyeti \u00f6nemli \u00f6l\u00e7\u00fcde azal\u0131r. \u00d6rne\u011fin, 100 \u00d7 100 mm'lik bir kiri\u015f, 50 \u00d7 100 mm'lik bir levhadan \u00e7ok daha az efora dayan\u0131r, ancak pahal\u0131 kerestenin hacmi iki kat daha fazlad\u0131r.\n <\/ol>\n

        B\u00f6lme 100 x 100 mm<\/p>\n

        <\/p>\n

        100×50 mm levhay\u0131 bar\u0131nd\u0131r\u0131r<\/p>\n

        <\/p>\n

        Yer\u00e7ekimi ve ah\u015fap t\u00fcr\u00fc, hesaplama s\u00fcrecinde \u00f6nemli hususlard\u0131r.<\/p>\n

        Mimarlara, hesaplamalar\u0131 kolayla\u015ft\u0131rmak i\u00e7in kesitin uzunlu\u011fa ve ad\u0131ma nas\u0131l ba\u011fl\u0131 oldu\u011funu g\u00f6steren haz\u0131r tablolar sa\u011flan\u0131r.<\/p>\n

        \u00d6zel bir hesap makinesi kullanarak kiri\u015f sisteminin hesaplanmas\u0131<\/h3>\n

        \u00c7evrimi\u00e7i hesap makineleri \u00fccretsiz olarak kullan\u0131labilir ve bir plan tasarlama ve kiri\u015f sistemini belirleme s\u00fcrecini \u00e7ok daha kolay hale getirir. Onlar\u0131n yard\u0131m\u0131yla kiri\u015f sisteminin bile\u015fenlerinin say\u0131s\u0131n\u0131, yerle\u015fimini ve boyutlar\u0131n\u0131 belirleyebilirsiniz. Tasar\u0131m\u0131 bir araya getirmek i\u00e7in gereken kereste miktar\u0131 hemen tahmin edilir.<\/p>\n

        \n Hayati. Hacim, beklenmeyen at\u0131klar hesaba kat\u0131lmadan hesaplan\u0131r. Al\u0131m yaparken mevcut \u00f6zelli\u011fi g\u00f6z \u00f6n\u00fcnde bulundurmal\u0131 ve ses seviyesini kabaca %5-10 oran\u0131nda y\u00fckseltmelisiniz.\n <\/p><\/blockquote>\n

        Hesaplamalar tamamland\u0131\u011f\u0131nda, hesap makinesi a\u015fa\u011f\u0131daki verilere eri\u015fmenizi sa\u011flar:<\/p>\n

          \n M\u00fcnferit elemanlar\u0131n boyutlar\u0131n\u0131 g\u00f6steren bir kiri\u015f yap\u0131s\u0131n\u0131n \u00e7izimi.<\/strong> Her bir isimlendirme ad\u0131n\u0131n \u00fcretimi i\u00e7in kereste say\u0131s\u0131. \u0130lk veriler ayarlan\u0131r ve program ba\u011f\u0131ms\u0131z olarak t\u00fcm matematiksel eylemleri ger\u00e7ekle\u015ftirir;\n <\/ul>\n

          <\/p>\n

          Hesap makinesinin bile\u015fenleri<\/p>\n

          <\/p>\n

          \u00dc\u00e7 boyutlu g\u00f6r\u00fcnt\u00fcleme<\/p>\n

          <\/p>\n

          Her d\u00fc\u011f\u00fcm ba\u011f\u0131ms\u0131z olarak g\u00f6r\u00fclebilir.<\/p>\n

          Be\u015fik \u00e7at\u0131n\u0131n kiri\u015f sistemi hesaplamalar\u0131n\u0131n sonu\u00e7lar\u0131 "\u0130ndir" b\u00f6l\u00fcm\u00fcne kaydedilir sekmesi. Dosya t\u00fcr\u00fc nedeniyle, kullan\u0131c\u0131lar\u0131n sonu\u00e7lar\u0131 indirebilmeleri i\u00e7in web sitesine kaydolmalar\u0131 gerekmektedir. Sadece birka\u00e7 dakikan\u0131z\u0131 al\u0131r ve tamamen \u00fccretsizdir.<\/p>\n

          <\/p>\n

          Widget sekmesi, hesaplamalar\u0131 hemen belirtilen di\u011fer e-posta adreslerine veya kendi web sitenize g\u00f6ndermenize olanak tan\u0131r. Ayn\u0131 hesap makinesini web sitenizde kullanabilme ve gelecekteki t\u00fcm hesaplamalar\u0131 orada ger\u00e7ekle\u015ftirebilme \u00f6zelli\u011fi de bir ba\u015fka yararl\u0131 \u00f6zelliktir.<\/p>\n

          Kiri\u015f sistemini hesaplamak i\u00e7in gereken ilk veri seti i\u00e7in \u00f6n ko\u015fullar\u0131 i\u00e7eren sayfaya "Yard\u0131m" se\u00e7ilerek eri\u015filebilir sekmesi.<\/p>\n

          <\/p>\n

          T\u00fcm de\u011fer kurallar\u0131n\u0131 hesap makinesinin \u015femas\u0131nda \u00f6nceden g\u00f6r\u00fcnt\u00fcleyebilirsiniz.<\/p>\n

          Hatalardan ka\u00e7\u0131nmak i\u00e7in ad\u0131m ad\u0131m talimatlar\u0131 okumak \u00f6nemlidir. Hesaplamalar nas\u0131l yap\u0131l\u0131r?<\/p>\n

          Ad\u0131m 1.<\/strong> \u0130lk sekmeye gidin "\u00c7izimler", kiri\u015f sistemi elemanlar\u0131n\u0131n boyutlar\u0131n\u0131n, \u00e7at\u0131 tipinin, \u00e7at\u0131 pateninin y\u00fcksekli\u011finin ve ba\u011flant\u0131 d\u00fc\u011f\u00fcmlerinin boyutlar\u0131n\u0131n hangi birimlerde verilece\u011fini belirtin. Program, sand\u0131\u011f\u0131n \u00fcretimi i\u00e7in malzemeleri se\u00e7ecek, kiri\u015fin uzunlu\u011funu hesaplayacak, \u00e7e\u015fitli d\u00fc\u011f\u00fcmleri ba\u011flamak i\u00e7in en uygun y\u00f6ntemleri se\u00e7ecektir. Sitenin referans b\u00f6l\u00fcm\u00fcnde sadece ba\u011flant\u0131lar\u0131n do\u011frusal de\u011ferleri de\u011fil, ayn\u0131 zamanda bu \u00f6zel durumdaki olas\u0131 tipler i\u00e7in de t\u00fcm ipu\u00e7lar\u0131 bulunmaktad\u0131r. Bu \u00e7ok kullan\u0131\u015fl\u0131 ve i\u015flevsel bir b\u00f6l\u00fcmd\u00fcr, be\u015fik \u00e7at\u0131n\u0131n kiri\u015f sisteminin tasar\u0131m\u0131n\u0131n ve hesaplanmas\u0131n\u0131n ilk a\u015famas\u0131nda do\u011fru karar\u0131n al\u0131nmas\u0131n\u0131 b\u00fcy\u00fck \u00f6l\u00e7\u00fcde kolayla\u015ft\u0131r\u0131r.<\/p>\n

          <\/p>\n

          Parametreler belirtilmelidir (solda).<\/p>\n

          Ad\u0131m 2: Evin boyutlar\u0131n\u0131, Mauerlat'\u0131n boyutunu ve cephe duvarlar\u0131n\u0131n kal\u0131nl\u0131\u011f\u0131n\u0131 girin. Kiri\u015f ayaklar\u0131 i\u00e7in teknik \u00f6zellikler saha taraf\u0131ndan istenecektir. Genellikle 50 mm kal\u0131nl\u0131\u011f\u0131ndad\u0131r, geni\u015flikleri \u00e7at\u0131n\u0131n tavan aras\u0131nda s\u0131cak m\u0131 yoksa normal so\u011fuk mu olaca\u011f\u0131na ba\u011fl\u0131 olarak de\u011fi\u015fir.<\/p>\n

          <\/p>\n

          S\u0131cak bir \u00e7at\u0131 i\u00e7in yal\u0131t\u0131m\u0131n boyutlar\u0131, buhar sisteminin teknik \u00f6zellikleri ve su yal\u0131t\u0131m\u0131 gereklidir. Kasan\u0131n t\u00fcr\u00fc ve stili, \u00e7at\u0131 i\u00e7in kullan\u0131lacak malzemelerin t\u00fcr\u00fc g\u00f6z \u00f6n\u00fcnde bulundurularak se\u00e7ilir.<\/p>\n

          Ad\u0131m3: "Hesaplama "y\u0131 etkinle\u015ftirin \u00f6zellik.<\/p>\n

          Program\u0131n girilen verileri i\u015flemesi ve haz\u0131r sonu\u00e7lar sunmas\u0131 birka\u00e7 saniye s\u00fcrecektir. Be\u015fik \u00e7at\u0131n\u0131n mertek sisteminin yap\u0131s\u0131n\u0131n, ba\u011flant\u0131 d\u00fc\u011f\u00fcmlerinin ayr\u0131nt\u0131l\u0131 bir d\u00f6k\u00fcm\u00fcn\u00fc ve her bir mertek i\u00e7in bir boyut g\u00f6stergesini i\u00e7eren bir \u00e7izimi olacakt\u0131r. Her ayak, montaj yeri ve Mauerlat ile patene ba\u011flant\u0131 i\u00e7in yedeklerin \u015fekli ile birlikte bir \u00e7al\u0131\u015fma \u00e7iziminde g\u00f6sterilmi\u015ftir.<\/p>\n

          <\/p>\n

          Kullan\u0131c\u0131, evin \u00e7at\u0131 modeline \u00fc\u00e7 boyutlu bir resim i\u00e7inde yak\u0131ndan bakabilir. Model herhangi bir y\u00f6nde d\u00f6nebilir ve \u00f6l\u00e7e\u011fi fare ile ayarlanabilir.<\/p>\n

          <\/p>\n

          Modeli d\u00f6nd\u00fcrmek m\u00fcmk\u00fcnd\u00fcr.<\/p>\n

          <\/p>\n

          Hesaplama ve 3D g\u00f6r\u00fcnt\u00fcleme sonras\u0131nda elemanlar\u0131n tipi<\/p>\n

          \n Mant\u0131kl\u0131 rehberlik. Uygulama, tamamlanm\u0131\u015f model \u00fczerindeki mahya eleman\u0131n\u0131n y\u00fcksekli\u011finin de\u011fi\u015ftirilmesine izin verir. Tasar\u0131m t\u00fcr\u00fc g\u00f6z \u00f6n\u00fcne al\u0131nd\u0131\u011f\u0131nda, bu i\u015flev \u00e7at\u0131 se\u00e7imini \u00e7ok daha kolay hale getirir. Tasar\u0131mc\u0131, en iyi se\u00e7ene\u011fi belirlemek i\u00e7in tekrar tekrar yeni veriler girerken, evin g\u00f6r\u00fcn\u00fcm\u00fcn\u00fcn kiri\u015f sisteminin y\u00fckseklik dalgalanmalar\u0131na ba\u011fl\u0131 olarak nas\u0131l de\u011fi\u015fti\u011fini g\u00f6z \u00f6n\u00fcnde bulundurur. Di\u011fer t\u00fcm boyutlar ve hesaplanan veriler, farkl\u0131 y\u00fckseklik verilerini hesaba katmak i\u00e7in otomatik olarak ayarlan\u0131r.\n <\/p><\/blockquote>\n

          Ad\u0131m 5: En iyi se\u00e7ene\u011fi se\u00e7tikten sonra "\u00e7izimlere" geri d\u00f6nmelisiniz sekmesine t\u0131klay\u0131n ve her bir kiri\u015f sistemi bile\u015feni i\u00e7in hesaplamalar\u0131n sonu\u00e7lar\u0131na a\u015fina olun.<\/p>\n

          <\/p>\n

          Hesaplaman\u0131n sonucunu g\u00f6r\u00fcn.<\/p>\n

          <\/p>\n

          Sadece bile\u015fenleri \u00fcretmek i\u00e7in gereken boyutlar\u0131 de\u011fil, ayn\u0131 zamanda \u00e7at\u0131 konstr\u00fcksiyonunu tamamlamak i\u00e7in gereken kereste miktar\u0131n\u0131 da belirtmek \u00e7ok \u00f6nemlidir. Bunlar daha \u00f6nce de belirtti\u011fimiz gibi saf de\u011ferlerdir; ka\u00e7\u0131n\u0131lmaz olarak ortaya \u00e7\u0131kan ve \u00fcretken olmayan at\u0131k miktar\u0131n\u0131 hesaba katmazlar. Yaz\u0131l\u0131m yaln\u0131zca en temel be\u015fik \u00e7at\u0131 tasar\u0131mlar\u0131n\u0131 ele al\u0131r; ger\u00e7ek hayatta iyile\u015ftirmeler yapmalar\u0131 ve farkl\u0131 hatlar, dikey raflar ve k\u00f6\u015fe raflar\u0131 kurmalar\u0131 gerekecektir.<\/p>\n

          <\/p>\n

          "\u00c7izimleri" \u00fcretin sekmesi.<\/p>\n

          Kiri\u015f sistemini bulmak i\u00e7in en temel program \u015fudur. Geli\u015ftirilmi\u015f olanlar profesyonel mimarlar taraf\u0131ndan i\u015f i\u00e7in kullan\u0131l\u0131r; \u00e7ok daha fazla se\u00e7ene\u011fe ve yetene\u011fe sahiptir, t\u00fcm \u00f6n verileri dikkate al\u0131r ve in\u015faat standartlar\u0131 ve end\u00fcstri d\u00fczenlemelerini i\u00e7eren daha geni\u015f bir referans b\u00f6l\u00fcm\u00fcne sahiptir.<\/p>\n\n\n\n\n\n
          Hesaplama Y\u00f6n\u00fc<\/td>\nA\u00e7\u0131klama<\/td>\n<\/tr>\n
          Mertek Uzunlu\u011fu Hesaplama<\/td>\n\u00c7at\u0131 a\u00e7\u0131kl\u0131\u011f\u0131 ve e\u011fim a\u00e7\u0131s\u0131na g\u00f6re uzunlu\u011fu belirleyin. Pisagor teoremini veya \u00e7evrimi\u00e7i hesap makinelerini kullan\u0131n.<\/td>\n<\/tr>\n
          \u00c7at\u0131 E\u011fimi Hesaplama<\/td>\nE\u011fim a\u00e7\u0131s\u0131n\u0131 y\u00fckselme\/\u00e7al\u0131\u015fma (y\u00fckselme\/\u00e7al\u0131\u015fma) kullanarak hesaplay\u0131n. Genellikle derece cinsinden veya oran olarak ifade edilir (e.g., 4\/12 ad\u0131m).<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

          Bir \u00e7at\u0131 in\u015fa eden veya yenileyen herkes i\u00e7in, be\u015fik \u00e7at\u0131 i\u00e7in kiri\u015f sisteminin nas\u0131l hesaplanaca\u011f\u0131n\u0131 bilmek \u00e7ok \u00f6nemlidir. Kiri\u015fler, \u00e7at\u0131n\u0131n yap\u0131s\u0131n\u0131 destekleyen e\u011fimli kiri\u015flerdir ve bu i\u015flem uzunluklar\u0131n\u0131n ve a\u00e7\u0131lar\u0131n\u0131n \u00f6l\u00e7\u00fclmesini i\u00e7erir.<\/p>\n

          \u0130lk olarak, \u00e7at\u0131n\u0131n e\u011fimi veya e\u011fimi mertek uzunluklar\u0131n\u0131n hesaplanmas\u0131n\u0131 etkiler. Genellikle bu e\u011fim 4:12 gibi bir oran olarak verilir, yani \u00e7at\u0131 her 12 in\u00e7lik yatay \u00e7al\u0131\u015fma i\u00e7in dikey olarak 4 in\u00e7 y\u00fckselir. E\u011fim, \u00e7at\u0131n\u0131n g\u00f6r\u00fcn\u00fcm\u00fc ve i\u015flevselli\u011fi \u00fczerinde etkisi olan kiri\u015flerin e\u011fim a\u00e7\u0131s\u0131n\u0131 kontrol eder.<\/p>\n

          Ard\u0131ndan, trigonometrik kavramlar\u0131 kullanmak ve \u00e7at\u0131n\u0131n a\u00e7\u0131kl\u0131\u011f\u0131n\u0131 anlamak, kiri\u015flerin uzunlu\u011funu belirlemenizi sa\u011flayacakt\u0131r. \u00c7at\u0131n\u0131n desteklendi\u011fi duvarlar aras\u0131ndaki yatay bo\u015fluk a\u00e7\u0131kl\u0131k olarak bilinir. E\u011fim a\u00e7\u0131s\u0131 ve a\u00e7\u0131kl\u0131k, mertek uzunlu\u011funu hassas bir \u015fekilde hesaplamak i\u00e7in kullan\u0131labilir ve \u00e7at\u0131 yap\u0131s\u0131na tam olarak uymas\u0131n\u0131 garanti eder.<\/p>\n

          \u00c7\u0131k\u0131nt\u0131lar ve \u00e7at\u0131 malzemesi t\u00fcr\u00fc gibi unsurlar\u0131n dahil edilmesi de mertek hesaplamalar\u0131n\u0131 etkiler. Sa\u00e7aklara uyum sa\u011flamak ve \u00e7at\u0131 kenarlar\u0131 ve oluk sistemleri i\u00e7in yeterli deste\u011fi vermek amac\u0131yla bina duvarlar\u0131n\u0131n \u00f6tesine uzanan \u00e7\u0131k\u0131nt\u0131lar i\u00e7in kiri\u015f uzunlu\u011fu art\u0131r\u0131l\u0131r.<\/p>\n

          \u00d6zetle, bir be\u015fik \u00e7at\u0131 i\u00e7in kiri\u015f sisteminin nas\u0131l hesaplanaca\u011f\u0131n\u0131 bilmek, \u00e7at\u0131n\u0131n dayan\u0131kl\u0131l\u0131\u011f\u0131n\u0131 ve yap\u0131sal b\u00fct\u00fcnl\u00fc\u011f\u00fcn\u00fc garanti alt\u0131na almak i\u00e7in \u00e7ok \u00f6nemlidir. \u0130n\u015faat\u00e7\u0131lar \u00e7at\u0131 in\u015faat\u0131 projelerini g\u00fcvenle planlay\u0131p y\u00fcr\u00fctt\u00fcklerinde, e\u011fim, a\u00e7\u0131kl\u0131k ve \u00e7\u0131k\u0131nt\u0131lar gibi di\u011fer \u00f6nemli fakt\u00f6rleri anlamalar\u0131 sayesinde binalar daha g\u00fcvenli ve daha dayan\u0131kl\u0131 hale gelir.<\/p>\n","protected":false},"excerpt":{"rendered":"

          Bir be\u015fik \u00e7at\u0131n\u0131n yap\u0131sal olarak sa\u011flam olmas\u0131 ve ama\u00e7land\u0131\u011f\u0131 gibi i\u015flev g\u00f6rmesi i\u00e7in, kiri\u015f sistemi hesaplanmal\u0131d\u0131r. \u00c7at\u0131 kaplamas\u0131, \u00e7at\u0131n\u0131n a\u011f\u0131rl\u0131\u011f\u0131n\u0131 binan\u0131n duvarlar\u0131na da da\u011f\u0131tan kiri\u015f sistemi taraf\u0131ndan desteklenir. \u00dc\u00e7gen \u00e7at\u0131n\u0131n kendine \u00f6zg\u00fc \u00fc\u00e7gen \u015feklini olu\u015fturmak i\u00e7in \u00e7at\u0131n\u0131n mahyas\u0131nda bir araya gelen a\u00e7\u0131l\u0131 kiri\u015flerden olu\u015fur. Kiri\u015f sistemi hesaplan\u0131rken bir dizi \u00f6nemli fakt\u00f6r\u00fcn g\u00f6z \u00f6n\u00fcnde bulundurulmas\u0131 gerekir. […]<\/p>\n","protected":false},"author":68,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[21],"tags":[],"class_list":["post-3003","post","type-post","status-publish","format-standard","","category-roofs"],"yoast_head":"\nBe\u015fik \u00e7at\u0131 kiri\u015f sisteminin hesaplanmas\u0131: uygulama prosed\u00fcr\u00fc<\/title>\n<meta name=\"description\" content=\"Kapsaml\u0131 k\u0131lavuzumuzla be\u015fik \u00e7at\u0131n\u0131n kiri\u015f sistemini verimli bir \u015fekilde nas\u0131l hesaplayaca\u011f\u0131n\u0131z\u0131 \u00f6\u011frenin. 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