{"id":364,"date":"2025-05-17T12:38:24","date_gmt":"2025-05-17T12:38:24","guid":{"rendered":"https:\/\/spectracons.com\/?p=364"},"modified":"2025-05-23T07:09:12","modified_gmt":"2025-05-23T07:09:12","slug":"32-civatalar-ve-ankrajlar","status":"publish","type":"post","link":"https:\/\/spectracons.com\/?p=364","title":{"rendered":"32-Civatalar ve Ankrajlar"},"content":{"rendered":"\n<p>\u00c7elik Yap\u0131lar Y\u00f6netmeli\u011fi Tablo 2.2 de civata malzemeleri akma ve \u00e7ekme dayan\u0131mlar\u0131 verilmi\u015ftir. Genel olarak civata kaliteleri i\u00e7in A.B format\u0131nda; Ax100 MPa \u00e7ekme dayan\u0131m\u0131n\u0131, AxBx10 ise akma dayan\u0131m\u0131na kar\u015f\u0131l\u0131k gelmektedir.<\/p>\n\n\n\n<figure class=\"wp-block-image is-resized\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXcrWr7iVB2uGVbmPF2CLmSiKbpoFRaEo8IgPFCQe6DcqbDkskJcHXYgQlEwd6je60g0danVQADLsbwrP5awNwEere61Shv29yJYSPsogsa61Cz0o0aOOyoi09Pn6zaBSTPaDVJlazCAE7qtfb6Du-JlZBM?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\" style=\"width:483px;height:auto\"\/><\/figure>\n\n\n\n<p>Ankraj \u00e7ubuklar\u0131 ile ilgili olarak y\u00f6netmelikte \u00e7ekme dayan\u0131m \u00fcst s\u0131n\u0131r\u0131 1000MPa, \u00e7ekme testi alt\u0131nda uzaman miktar\u0131 min %14 ve enkesit azalma oran\u0131n\u0131n azami %30 olmas\u0131 \u015fartlar\u0131 getirilmi\u015ftir. \u0130lave olarak \u00e7ekme dayan\u0131m\u0131 800 MPa \u0131 a\u015fmayan ankraj \u00e7ubuklar\u0131n\u0131n \u00e7aplar\u0131 100mm i, bunun d\u0131\u015f\u0131ndaki durumlarda ise 75mm i a\u015fmamal\u0131d\u0131r. (Md 2.3)<\/p>\n\n\n\n<p>Y\u00f6netmelik 13.3.2 de yukar\u0131daki tabloda 8.8 ve 10.9 d\u0131\u015f\u0131nda belirtilen civatalar normal civatalar olarak s\u0131n\u0131fland\u0131r\u0131l\u0131p basit s\u0131kma y\u00f6ntemiyle ezilme etkili ba\u011flant\u0131larda kullan\u0131lacak, \u00f6ngerme uygulanmayacakt\u0131r.<\/p>\n\n\n\n<p>8.8 ve 10.9 kalite civatalar y\u00fcksek dayan\u0131ml\u0131 civatalar olup basit s\u0131kma y\u00f6ntemiyle ezilme etkili ba\u011flant\u0131larda kullan\u0131labilirler. Y\u00f6netmelik 13.3.3 te, ba\u011flant\u0131da \u00e7ekme kuvvetinin bulunmas\u0131 durumunda veya titre\u015fim etkisinin olmas\u0131 durumunda \u00f6n\u00e7ekme uygulamas\u0131 zorunlu tutulmu\u015ftur. Makina mesnetleri, tekrarl\u0131 ve darbe y\u00fcklemelerinin bulundu\u011fu ba\u011flant\u0131larda s\u00fcrt\u00fcnme etkili birle\u015fim olarak tasarlanmal\u0131d\u0131r. \u00d6rne\u011fin \u00e7elik k\u00f6pr\u00fc detayland\u0131r\u0131lmas\u0131nda kullan\u0131lan ba\u011flant\u0131 tipi s\u00fcrt\u00fcnme etkili olmal\u0131d\u0131r.<\/p>\n\n\n\n<p>Civatalarda uygulanacak olan minimum \u00f6n\u00e7ekme kuvveti y\u00f6netmelik Tablo 13.6 da \u00e7ekme kuvveti dayan\u0131m\u0131n\u0131n %70 i olarak a\u015fa\u011f\u0131daki \u015fekilde verilmi\u015ftir.<\/p>\n\n\n\n<figure class=\"wp-block-image is-resized\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXeGV1_jZ6bazDvRkTHaegFCydATQOf5-hxIEH_TQe34i9U7_kjoKArplfiV8fIU7fYAXlP2IVdykpVS4NDNvdEqDg9KJ00C4Y8dSdsvNNn0dY-9-ZbX7DsNSu619LJvEPcimivePNvfduTOdmGx8Bp1i68?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\" style=\"width:578px;height:auto\"\/><\/figure>\n\n\n\n<p><em>Deprem Y\u00f6netmeli\u011fi<\/em> 9.2.3.2 de deprem y\u00fckleri etkisindeki eleman birle\u015fim ve eklerinde kullan\u0131lan 8.8 ve 10.9 kalite civatalara <em>tam \u00f6n\u00e7ekme<\/em> verilmesi \u015fart ko\u015fulmu\u015ftur. Bu ifade yukar\u0131 tablodaki de\u011ferlerin deprem etkisindeki birle\u015fimler i\u00e7in \u201c1\/0.7\u201d oran\u0131nda artt\u0131r\u0131lmas\u0131 anlam\u0131na gelmemektedir. Konu ile ilgili a\u015fa\u011f\u0131da \u00f6n\u00e7ekme konusunda a\u00e7\u0131klama yap\u0131lm\u0131\u015ft\u0131r.<\/p>\n\n\n\n<p>Deprem Y\u00f6netmeli\u011fi ilave olarak bulonlar\u0131n di\u015f a\u00e7\u0131lmam\u0131\u015f k\u0131s\u0131mlar\u0131n\u0131n kayma d\u00fczleminde olmas\u0131n\u0131 ve ezilme etkili birle\u015fimlerde de y\u00fczey s\u00fcrt\u00fcnme katsay\u0131s\u0131n\u0131n 0.2 olmas\u0131n\u0131 \u015fart koymu\u015ftur.<\/p>\n\n\n\n<figure class=\"wp-block-image is-resized\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXcrKDjmfJnkwGpOvNMXDrrPr2zEvxzoyK1uLfyXbtn3UiifPQRKbLEXX6CvTeUv8uK4QG-Cc9chPxKx6KGqPv_pYlBG2eSxVu8tQw4awxY91H3njM4gO7yO7-936zNaX7gu6ro9qMeLZtFZi_W80r2BKlcF?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\" style=\"width:516px;height:auto\"\/><\/figure>\n\n\n\n<p>EN 1090-2 (2018) de y\u00fczey s\u0131n\u0131flar\u0131 a\u015fa\u011f\u0131daki tabloda verilmi\u015ftir.<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXcodBwFPwQ3nZNcPSP8SwAKAXnTQyKub__bfK3JTFwcoqAng3LYS7qQJj9hop8rUlYJJW5xywl7aw46-Eew2MUQDstX0Wh5yG8VTtQDLpvxa6h_hgO63XZTzrikzg0K3XtXtoOmEya51JBGgeEL7kkmXLym?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\"\/><\/figure>\n\n\n\n<p>\u00dclkemizde tasar\u0131m standartlar\u0131nda US\/AISC ve y\u00fck etkilerinde ise EN standartlar\u0131 esas al\u0131nmaktad\u0131r. Civatalar\u0131n standartlar\u0131nda da yine EN standartlar\u0131 kullan\u0131lmaktad\u0131r. Y\u00fcksek mukavemetli bulonlar EN de 14399-3 ve 14399-4 olarak HR ve HV s\u0131n\u0131flar\u0131 olarak verilmektedir. HR (14339-3) s\u0131n\u0131f\u0131 civatalarda kal\u0131n somun ve daha uzun di\u015f a\u00e7\u0131lm\u0131\u015f k\u0131s\u0131m kullan\u0131larak s\u00fcneklik civatan\u0131n plastik uzamas\u0131\/\u015fekil de\u011fi\u015ftirmesi (elongation) ile sa\u011flan\u0131r. HV (14399-4) s\u0131n\u0131f\u0131 civatalarda ise daha ince somun ve daha k\u0131sa di\u015f a\u00e7\u0131lm\u0131\u015f k\u0131s\u0131m kullan\u0131larak s\u00fcneklik plastik deformas\u0131yonun somun i\u00e7erisinde kalmas\u0131 \u015feklinde sa\u011flan\u0131r. HR tipi civata \u0130ngiltere\/Fransa da, HV s\u0131n\u0131f\u0131 ise Almanya da daha \u00e7ok kullan\u0131lmaktad\u0131r. \u00d6nceki y\u0131llarda kullan\u0131lan HV civata tipinin muadili yeni standartlarda 14399-4 t\u00fcr.<\/p>\n\n\n\n<p>14399-3 civata eleman\u0131na ait somun, rondela ve ilgili geometrik veriler a\u015fa\u011f\u0131daki adresten indirilebilir.<\/p>\n\n\n\n<p><a href=\"https:\/\/drive.google.com\/file\/d\/1GSdUchGrYz0X0ulZTDnDnhINBa4w7YuH\/view?usp=drive_link\">PRE-LOAD BOLT ASSEMBLIES HR BS EN 14399-3:2015<\/a><\/p>\n\n\n\n<p>(Kaynak: https:\/\/www.bapp.co.uk\/assets\/bapp-part-3-hr-bolt-assembley.pdf)<\/p>\n\n\n\n<p>14399-5 d\u00fcz rondela, 14399-6 ise pahl\u0131 rondelaya ait standartlard\u0131r. Somun s\u0131n\u0131f\u0131 Class 8 ya da Class 9 olarak belirtilmi\u015ftir.<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXcu1CRmj10Nikx3l0mAh6mZqDSI9AU7HQSgzlNsQSuMTOBEeztE3o-SHuBqZlxMe67s2Wy3n3lBXY9iqhSrW7UXo0nDom9tMspSsOfMdvOrZmhJ5eWjlf6wdv2IUVBM1MWO4nI5CVPwymIzB3u-Oiv7Lkw?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\"\/><\/figure>\n\n\n\n<p>14399-4 civata eleman\u0131na ait somun, rondela ve ilgili geometrik veriler a\u015fa\u011f\u0131daki adresten indirilebilir.<\/p>\n\n\n\n<p><a href=\"https:\/\/drive.google.com\/file\/d\/1PrpZBkQIxqEdNYGUe14t8OL2vSl-mo82\/view?usp=drive_link\">PRE-LOAD BOLT ASSEMBLIES HV BS EN 14399-4:2015<\/a><\/p>\n\n\n\n<p>(Kaynak:https:\/\/www.bapp.co.uk\/assets\/bapp-part-4-hv-bolt-assembley.pdf)<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXfRhostcVixkMJQR2sKTnKgaUaECDYUhJnso41-cIGrIKfTHCiRAakFsWYtYvRrk0OOMlthMMoxfNAI-x5bN-Tp1TjxAoirlMQhpapIiKbB0RZdkwGVcs1_1XNTsbp3XS8xjSY4bCApFTK3lQr5SOg6RNhw?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\"\/><\/figure>\n\n\n\n<p><strong><em>BS EN<\/em><\/strong> de HV sisteminde 8.8 kalite civata bulunmad\u0131\u011f\u0131na dikkat edilmelidir. \u00c7elik profillerin kalitesinin S355, plakalar\u0131n ise S275 olarak kullan\u0131lmas\u0131n\u0131 standart olarak uygulayan \u0130ngiltere&#8217;ye \u00f6zel bir durumdur.<\/p>\n\n\n\n<p>\u00d6nceki y\u0131llarda kullan\u0131lan 5.6 kalite civatalara ait g\u00fcncel standart EN-ISO-4014 ve EN-ISO-4017 standartlar\u0131d\u0131r. EN-4017 de civatan\u0131n t\u00fcm boyunda di\u015f a\u00e7\u0131lm\u0131\u015ft\u0131r. <em>\u00d6n\u00e7ekmesiz civatalar <\/em>i\u00e7in olan bu standart sadece 5.6 kalite de\u011fil 8.8 ve 10.9 kalite civatalar\u0131 da i\u00e7ermektedir.<\/p>\n\n\n\n<p>EN-7089 d\u00fcz rondelalar, EN-7090 ise pahl\u0131 rondela standard\u0131d\u0131r. Her iki standartta da 5.6 ve 8.8 i\u00e7in 200HV-300HV, 10.9 i\u00e7in 300HV rondela kullan\u0131lmal\u0131d\u0131r. 100HV sertlik de\u011feri i\u00e7in EN 7091 standard\u0131 esast\u0131r. 5.6 ve 8.8 kalite i\u00e7in 200HV, 10.9 i\u00e7in 300HV kullan\u0131lmas\u0131 tavsiye edilir.<\/p>\n\n\n\n<p>Somunlar i\u00e7in EN 4034 (5 kalite), EN 4032 (6,8,10 kalite) olarak verilmektedir.<\/p>\n\n\n\n<p><a href=\"https:\/\/www.steelconstruction.info\/images\/e\/e6\/BCSA_MS-Bolts.pdf\">https:\/\/www.steelconstruction.info\/images\/e\/e6\/BCSA_MS-Bolts.pdf<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/drive.google.com\/file\/d\/1A_kIFvdBuvTr5agu_9SJBjRTN7gKW-4C\/view?usp=drive_link\">Model specification for Bolts<\/a><\/p>\n\n\n\n<p>\u00d6n\u00e7ekmesiz ba\u011flant\u0131lar i\u00e7in kullan\u0131lacak olan civata\/somun\/rondela setleri a\u015fa\u011f\u0131daki \u015fekildedir. G\u00f6sterilmeyen 5.6 kalite civatalar i\u00e7in 8.8 ve 10.9 kalite i\u00e7in verilen standartlar kullan\u0131lmal\u0131d\u0131r. \u201cSomun property class\u201d 6 d\u00fc\u015f\u00fcn\u00fclecektir. TUCSA \u00c7elik Yap\u0131lar \u015eartnamesinde somun kalitesi civata kalitesinden bir \u00fcst s\u0131n\u0131fta se\u00e7ilmesini tavsiye etmi\u015ftir, 5.6 civata i\u00e7in Class 6 somun, 6.8 i\u00e7in 7, 8.8 i\u00e7in 9 gibi.<\/p>\n\n\n\n<figure class=\"wp-block-image is-resized\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXdqrMUv3u8oKCWSf37Ae2DKqDaynPgPbGNmimofwT5vEJ08KcCuqQxkeCFdEVt4H2dNjT5drTtZbaPgs891NQr1j0rAeYnN2FeXQ-I8jvtwjfbZBksuc6LmdnyIJx2xh8P7E-vWuxgVKVQA9FIlcx4ZY8jg?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\" style=\"width:387px;height:auto\"\/><\/figure>\n\n\n\n<figure class=\"wp-block-image is-resized\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXfU7v78oxmkR3t4ycQUezZX6fcjKg6f0uwwPACay_BhfOks1pXe0kG66yQZZNIRAO6VbK5GLfV51m6Aqe6177oX5i9_sGK8t8qGlb6_z4785eFl7F-Su6JxgPImSgMq9m52Mix9EkT_NvsyTF67s-rpQbA?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\" style=\"width:387px;height:auto\"\/><\/figure>\n\n\n\n<figure class=\"wp-block-image is-resized\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXe0dPeKWOABBiyktwHCgJct_E2jg3L1apNu6qXTkbvA29qf9lrXhpXyX0TaGXK_U9wH-oY4eH5L2v7sZuCXIcA3iaghcU7PL1G6-bH553fyNNMhbh3Ae9sY0EwJzBWxdr7RmRosSdhJSL2cfV1-FbHiMDo?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\" style=\"width:534px;height:auto\"\/><\/figure>\n\n\n\n<p>\u00d6n\u00e7ekme uygulanmas\u0131 ile ilgili prosed\u00fcr ve metotlar i\u00e7in EN 1090-2 (2018) den yararlan\u0131labilir. EN 1090-8.5.1 de minimum \u00f6n \u00e7ekme kuvveti a\u015fa\u011f\u0131daki \u015fekildedir.<\/p>\n\n\n\n<figure class=\"wp-block-image is-resized\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXdy5nJWOXbTPEQurz2agRF3aIcwYUEqD6691mFmr7o2-SmS8D6ntuwSm9q2ravMFG3g5f14EQ72dBIzEeiAW53JOVK6jKYEztjZrSrCbwehxsv5fYmD5JttyEGYxPPS5JQRyQYbfWNG_H5Gb2J9zG1zKlDP?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\" style=\"width:455px;height:auto\"\/><\/figure>\n\n\n\n<p>A\u015fa\u011f\u0131daki adreste, \u00f6n\u00e7ekme uygulamas\u0131 i\u00e7in kapsaml\u0131 bilgi bulunabilir.<\/p>\n\n\n\n<p><a href=\"https:\/\/drive.google.com\/file\/d\/1YtHcKR1DZ67oul9TZk1J105TWMUD45mn\/view?usp=drive_link\">Evaluation tightening preloaded bolt assemblies<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.bouwenmetstaal.nl\/uploads\/vakblad\/236_voorspanbouten_rapport.pdf\">https:\/\/www.bouwenmetstaal.nl\/uploads\/vakblad\/236_voorspanbouten_rapport.pdf<\/a><\/p>\n\n\n\n<p>\u0130lgili raporda, g\u00fcvenilirlik oran\u0131 kombine metotta %100 olarak verilmi\u015ftir.<\/p>\n\n\n\n<figure class=\"wp-block-image is-resized\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXfOk6O-2pYc40xZnyMdZ9tnBnJUFCHsrZ_slMRBG6PwyqpjU1rRGmfrEF8-tJ8OQq7BCGmHdLCTNuMqFzWs6FmXxwJDGqo7lfpPNuWYBD_aYQl69FD0xxgt-JJyOLfR-30H6tNJZibwMfrmvjHI11mtyx0?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\" style=\"width:645px;height:auto\"\/><\/figure>\n\n\n\n<p>T\u00fcrk Deprem Y\u00f6netmeli\u011finin \u015fart ko\u015ftu\u011fu tam \u00f6n\u00e7ekme konusu da kafa kar\u0131\u015f\u0131kl\u0131\u011f\u0131na neden olmaktad\u0131r. Tam \u00f6n\u00e7ekme ile ifade edilmek istenen yukar\u0131da EN 1090 da tariflenen \u00f6n\u00e7ekme kuvvetine kar\u015f\u0131l\u0131k geldi\u011fi d\u00fc\u015f\u00fcn\u00fclmektedir. A\u015fa\u011f\u0131daki makaledeki \u201cBulonlara tam \u00f6n\u00e7ekme sa\u011flamak i\u00e7in uygulanacak minimum \u00e7ekme kuvveti bulon dayan\u0131m\u0131n\u0131n %70\u2019i olarak tan\u0131mlanmaktad\u0131r.\u201d ifadesi de bunu desteklemektedir.<\/p>\n\n\n\n<p><a href=\"https:\/\/drive.google.com\/file\/d\/1AAuLHKPFSrR98EYI_4wmC6K3_uuWLOMP\/view?usp=drive_link\">Deprem Y\u00fckleri Etkisindeki \u00c7elik Yap\u0131 Elemanlar\u0131n Birle\u015fim ve Ekleri<\/a><\/p>\n\n\n\n<p>T\u00fcrk Deprem Y\u00f6netmeli\u011fi Md. 9.12.6 ya g\u00f6re ankraj \u00e7ubuklar\u0131 malzemesinin kopma uzamas\u0131 oran\u0131 %14 de\u011ferinden az olmayacakt\u0131r.<\/p>\n\n\n\n<p>EN 1193-1-8 (2005) 3.3 e g\u00f6re ankraj e\u011fer kesme kuvveti aktar\u0131yorsa maksimum akma gerilmesi 640 MPa, sadece \u00e7ekme kuvveti aktarmas\u0131 durumunda ise maksimum akma gerilmesi 900 MPa olmal\u0131d\u0131r. EN 10025, EN 14399, ISO 898, EN 4014, EN 4016, EN 4017 standartlar\u0131nda olabilir.<\/p>\n\n\n\n<p>A\u015fa\u011f\u0131daki d\u00f6k\u00fcmanda \u201cholding down bolts\u201d b\u00f6l\u00fcm\u00fcnde ise BS 7419 ankraj ve ilgili standartlar g\u00f6r\u00fclebilir.<\/p>\n\n\n\n<p><a href=\"https:\/\/drive.google.com\/file\/d\/1kWrX-P7boCLb0XcRVvxzITl3Id2R-QpX\/view?usp=drive_link\">Structural Bolting Guide<\/a><\/p>\n\n\n\n<p>Ankraj malzemesi olarak kullan\u0131lacak olan elemanlar\u0131n se\u00e7iminde uzama miktarlar\u0131 ISO 898-1 de a\u015fa\u011f\u0131daki \u015fekilde verilmi\u015ftir.<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXdZuUlKj3sUCpxWg0OhOvPS50RqDwUhybEqDQ0OHLBQ97Wdlt1ftwT3CexCnbs5urk5J3w9KV5onJndEJ8xw18I4_Zozg2p_nhUARv6_kfc4VrDLh39hWD0gViTSSmJ2m7V6UevxSH6zDIMm_R6GJWHp7H-?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\"\/><\/figure>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXdyN6n-3RNRRJ-dTV7CfXQlBf5AcVe9g-JTBvmwJSIuyKh4LNCJz6hW26J-YLzy60tCSIXACdrLa0Lhak3O95ova_D0Udmomxc6hVxb8sEUfXHphwntCTN-ht25dTxTihr3KQXVkcTXf7SFwEfgGBSI0Ac?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\"\/><\/figure>\n\n\n\n<p>Uzama miktarlar\u0131 dikkate al\u0131nd\u0131\u011f\u0131nda sadece 4.6 ve 5.6 malzemenin uygulanabilir oldu\u011fu g\u00f6r\u00fclmektedir.<\/p>\n\n\n\n<p>T\u00fcrk \u00c7elik Y\u00f6netmeli\u011finde ankrajlar i\u00e7in taban levhalar\u0131nda uygulanmas\u0131 tavsiye edilen delik ve pul boyutlar\u0131 a\u015fa\u011f\u0131da \u015fekildedir.<\/p>\n\n\n\n<figure class=\"wp-block-image is-resized\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXeHdOoSeEEk50wbVLcSHge1tqyEM21ps1zZZXXeJEVFfSRwFcZlZYrpil-jZzJ_Vr6xLZ-CDlvDeKq3PQMbQorWkKFcutDGK8hYMe5Jcq8jH-bunQNUfzvhdWU3Z-26lgKXgdBGHhiZlODyJM2fcxZLw0Y?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\" style=\"width:510px;height:auto\"\/><\/figure>\n\n\n\n<p>Civatalar\u0131n di\u015fdibi alanlar\u0131 i\u00e7in a\u015fa\u011f\u0131daki tablodan yararlan\u0131labilir.<\/p>\n\n\n\n<p><a href=\"https:\/\/eurocodeapplied.com\/design\/en1993\/bolt-design-properties\">https:\/\/eurocodeapplied.com\/design\/en1993\/bolt-design-properties<\/a><\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/lh7-rt.googleusercontent.com\/docsz\/AD_4nXf2bA3quUMC5jhy6KmJUnyreRdU0ltHpJZSFkOGyFl-V7cWR4LorJZ_LjzcT-FcnUgHdlQ4weBv8seWi_1Ao6VmJ7Uv96t80P8ihT_YWonvepcBnmC44-pHsh7CGdVXmFutro0P-nkrgheKVH6qnwR_QUw?key=9HwlcJK-GivycyCEl2G0MQ\" alt=\"\"\/><\/figure>\n","protected":false},"excerpt":{"rendered":"<p>\u00c7elik Yap\u0131lar Y\u00f6netmeli\u011fi Tablo 2.2 de civata malzemeleri akma ve \u00e7ekme dayan\u0131mlar\u0131 verilmi\u015ftir. Genel olarak civata kaliteleri i\u00e7in A.B format\u0131nda; [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"ub_ctt_via":"","site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"disabled","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[1],"tags":[],"class_list":["post-364","post","type-post","status-publish","format-standard","hentry","category-uncategorized"],"featured_image_src":null,"author_info":{"display_name":"coskunfatih","author_link":"https:\/\/spectracons.com\/?author=1"},"_links":{"self":[{"href":"https:\/\/spectracons.com\/index.php?rest_route=\/wp\/v2\/posts\/364","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/spectracons.com\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/spectracons.com\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/spectracons.com\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/spectracons.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=364"}],"version-history":[{"count":5,"href":"https:\/\/spectracons.com\/index.php?rest_route=\/wp\/v2\/posts\/364\/revisions"}],"predecessor-version":[{"id":675,"href":"https:\/\/spectracons.com\/index.php?rest_route=\/wp\/v2\/posts\/364\/revisions\/675"}],"wp:attachment":[{"href":"https:\/\/spectracons.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=364"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/spectracons.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=364"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/spectracons.com\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=364"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}