{"type":"doc","content":[{"type":"paragraph","content":[{"text":"Petek kiriş hesabı bu başlık altında detaylı anlatılmıştır.","type":"text"}]},{"type":"mediaSingle","attrs":{"layout":"center","width":50.0},"content":[{"type":"media","attrs":{"width":895,"id":"1a7b44a2-38bc-4652-82d2-63461317e775","collection":"contentId-2188574787","type":"file","height":821}}]},{"type":"mediaSingle","attrs":{"layout":"center","width":80.0},"content":[{"type":"media","attrs":{"width":939,"id":"90544ecf-ffcc-47f3-8631-334e2b84886c","collection":"contentId-2188574787","type":"file","height":561}}]},{"type":"paragraph","content":[{"text":"Petek Kiriş Kesitleri","type":"text","marks":[{"type":"strong"}]}]},{"type":"bulletList","content":[{"type":"listItem","content":[{"type":"paragraph","content":[{"text":"ideCAD Statik'de altıgen boşluklu, dairesel boşluklu, sekizgen boşluklu ve angelina kesitler tanımlanabilir.","type":"text"}]}]},{"type":"listItem","content":[{"type":"paragraph","content":[{"text":"Altıgen boşluklu ve daire boşluklu kesitlerin tasarımları yapılmaktadır.","type":"text"}]}]}]},{"type":"paragraph","content":[{"text":"Yapılan Kontroller","type":"text","marks":[{"type":"strong"}]}]},{"type":"mediaSingle","attrs":{"layout":"center"},"content":[{"type":"media","attrs":{"width":1505,"id":"137826db-f1e9-423f-a533-d5b2097becf2","collection":"contentId-2188574787","type":"file","height":749}}]},{"type":"heading","attrs":{"level":3},"content":[{"text":"İki Eksenli Eğilme ve Eksenel Basınç Kontrolü","type":"text"}]},{"type":"bulletList","content":[{"type":"listItem","content":[{"type":"paragraph","content":[{"text":"Kuvvetli Eksende Eğilme Kontrolü","type":"text","marks":[{"type":"strong"}]}]}]}]},{"type":"paragraph","content":[{"text":"Petek kirişin dolu gövdeli kısmında eğilme kontrolü AISC 360-10 bölüm F2 ve TÇY bölüm 9 a göre yapılmaktadır.","type":"text"}]},{"type":"mediaSingle","attrs":{"layout":"center","width":80.0},"content":[{"type":"media","attrs":{"width":1484,"id":"e4ed85bf-4cdf-4e4a-b1f6-03f5b01e036f","collection":"contentId-2188574787","type":"file","height":683}}]},{"type":"bulletList","content":[{"type":"listItem","content":[{"type":"paragraph","content":[{"text":"Akma Sınır Durumu","type":"text","marks":[{"type":"strong"}]}]}]}]},{"type":"paragraph","content":[{"text":"Akma sınır durumu için dolu gövdenin karakteristik eğilme momenti dayanımı M","type":"text"},{"text":"n","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":" bulunur.","type":"text"}]},{"type":"paragraph","marks":[{"type":"indentation","attrs":{"level":1}}],"content":[{"text":"9.2.1 - Akma Sınır Durumu ","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","marks":[{"type":"indentation","attrs":{"level":1}}],"content":[{"text":"Akma sınır durumu için karakteristik eğilme momenti dayanımı, M","type":"text"},{"text":"n","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":", ","type":"text"},{"text":"Denk. 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F_%7Bcr%7D = \\frac%7BC_b \\pi%5e2E%7D%7B\\left ( \\frac %7BL_b%7D%7Br_%7Bts%7D%7D \\right )%5e2%7D \\sqrt %7B1+0.078 \\frac%7BJ_c%7D%7BS_xh_o%7D \\left ( \\frac %7BL_b%7D%7Br_%7Bts%7D%7D \\right )%5e2%7D & \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad (F2-4) \\\\ L_p= 1.76 r_y \\sqrt%7B\\frac%7BE%7D%7BF_y%7D%7D & \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad (F2-5) \\\\ L_r= 1.95 r_%7Bts%7D \\frac %7BE%7D%7B0.7F_y%7D \\sqrt%7B\\frac%7BJ_c%7D%7BS_xh_o%7D + \\sqrt%7B%7B \\left( \\frac%7BJ_c%7D%7BS_xho%7D \\right)%5e2%7D + 6.76 \\left (\\frac %7B0.7 F_y%7D%7BE%7D \\right )%5e2 %7D%7D & \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad (F2-6) $$ 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Math Inline"}},"localId":"ae8d21b0-f888-471d-ab1c-256bdd8344a0"}},{"text":" ","type":"text"}]},{"type":"paragraph","content":[{"text":"where","type":"text"}]},{"type":"paragraph","marks":[{"type":"indentation","attrs":{"level":1}}],"content":[{"text":"Fe = elastic ","type":"text"},{"text":"buckling","type":"text","marks":[{"type":"em"}]},{"text":" stress determined according to Equation E3-4, as specified in Appendix 7, Section 7.2.3(b), or through an elastic buckling analysis, as applicable, ksi (MPa)","type":"text"}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\qquad \\qquad \\qquad \\qquad F_%7Be%7D = \\frac %7B\\pi%5e2E%7D%7B \\left( \\frac%7BKL%7D%7Br%7D \\right)%5e2%7D & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad (E3-4) $$ "}},"macroMetadata":{"macroId":{"value":"745af9c5-f86c-4f0a-ad84-f001d28c8f1c"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize+++%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+F_%257Be%257D+%3D+%5Cfrac+%257B%5Cpi%255e2E%257D%257B+%5Cleft%28+%5Cfrac%257BKL%257D%257Br%257D+%5Cright%29%255e2%257D+%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad++%28E3-4%29+++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"d86e6663-1fb2-42e9-b614-c23817a07107"}}]},{"type":"paragraph","marks":[{"type":"indentation","attrs":{"level":4}}],"content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize P_n = F_%7Bcr%7DA_%7Bg%7D & \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\; \\; (8.1) $$ "}},"macroMetadata":{"macroId":{"value":"7d9443f7-75b5-46ca-bb5a-2a52904bf65b"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++P_n+%3D+F_%257Bcr%257DA_%257Bg%257D++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5C%3B+%5C%3B++%288.1%29+%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"9fe82f9d-8f92-43c7-9bfd-1f356d528142"}},{"text":" ","type":"text"}]},{"type":"paragraph","content":[{"text":"Burada, ","type":"text"},{"text":"kritik burkulma gerilmesi","type":"text","marks":[{"type":"em"}]},{"text":", F","type":"text"},{"text":"cr","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":", ","type":"text"},{"text":"Denk.(8.2)","type":"text","marks":[{"type":"strong"}]},{"text":" veya ","type":"text"},{"text":"Denk.(8.3)","type":"text","marks":[{"type":"strong"}]},{"text":" ile elde edilecektir.","type":"text"}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\frac%7BL_c%7D%7Bi%7D \\leq 4.71 \\sqrt%7B \\frac %7BE%7D%7BF_y%7D%7D \\qquad ( \\text%7Bveya%7D \\; \\frac%7BF_y%7D%7BF_e%7D \\leq 2.25) \\text%7B için%7D \\\\ \\qquad \\qquad \\qquad \\qquad F_%7Bcr%7D = \\left [ 0.658%5e%7B\\frac%7BF_y%7D%7BF_e%7D%7D\\right ] F_y & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad (8.2) \\\\ \\frac%7BL_c%7D%7Bi%7D > 4.71 \\sqrt%7B \\frac %7BE%7D%7BF_y%7D%7D \\qquad ( \\text%7Bveya%7D \\; \\frac%7BF_y%7D%7BF_e%7D > 2.25) \\text%7B için%7D \\\\ \\qquad \\qquad \\qquad \\qquad F_%7Bcr%7D = 0.877F_e & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad (8.3) $$ "}},"macroMetadata":{"macroId":{"value":"64aadb5b-35eb-45cc-912a-4e051223c49d"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Cfrac%257BL_c%257D%257Bi%257D+%5Cleq+4.71+%5Csqrt%257B+%5Cfrac+%257BE%257D%257BF_y%257D%257D+%5Cqquad+%28+%5Ctext%257Bveya%257D+%5C%3B+%5Cfrac%257BF_y%257D%257BF_e%257D+%5Cleq+2.25%29+%5Ctext%257B++i%C3%A7in%257D+%5C%5C+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+F_%257Bcr%257D+%3D+%5Cleft+%5B+0.658%255e%257B%5Cfrac%257BF_y%257D%257BF_e%257D%257D%5Cright+%5D+F_y++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad++%288.2%29+%5C%5C+%5Cfrac%257BL_c%257D%257Bi%257D+%3E+4.71+%5Csqrt%257B+%5Cfrac+%257BE%257D%257BF_y%257D%257D+%5Cqquad+%28+%5Ctext%257Bveya%257D+%5C%3B+%5Cfrac%257BF_y%257D%257BF_e%257D+%3E+2.25%29+%5Ctext%257B++i%C3%A7in%257D+%5C%5C+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+F_%257Bcr%257D+%3D+0.877F_e++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad++%288.3%29+++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"6413675d-d83b-4c5e-a63f-b37a77166b9b"}},{"text":" ","type":"text"}]},{"type":"bulletList","content":[{"type":"listItem","content":[{"type":"paragraph","content":[{"text":"Birleşik Etkiler","type":"text","marks":[{"type":"strong"}]}]}]}]},{"type":"paragraph","content":[{"text":"Petek kirişin dolu gövdeli bölümü için eksenel basınç kapasitesi aşağıdaki gibi hesaplanmaktadır.","type":"text"}]},{"type":"paragraph","content":[{"text":"11.1.1-Eğilme ve Basınç Etkisindeki Çift ve Tek Simetri Eksenli Elemanlar","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","content":[{"text":"Geometrik eksenleri (x ve/veya y) etrafında eğilme etkisindeki çift ve tek simetri eksenli elemanlarda eğilme momenti ve eksenel basınç kuvveti etkileşimi ","type":"text"},{"text":"Denk.(11.1a) ","type":"text","marks":[{"type":"strong"}]},{"text":"ve ","type":"text"},{"text":"Denk.(11.1b) ","type":"text","marks":[{"type":"strong"}]},{"text":"ile sınırlandırılacaktır.","type":"text"}]},{"type":"paragraph","marks":[{"type":"indentation","attrs":{"level":1}}],"content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\text%7B(a) %7D \\frac%7BP_r%7D%7BP_c%7D \\geq 0.2 \\text%7B için%7D \\\\ \\qquad \\qquad \\qquad \\qquad \\frac%7BP_r%7D%7BP_c%7D + \\frac%7B8%7D%7B9%7D \\left ( \\frac%7BM_%7Brx%7D%7D%7BM_%7Bcx%7D%7D + \\frac%7BM_%7Bry%7D%7D%7BM_%7Bcy%7D%7D \\right ) \\leq 1.0 & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad (11.1a) \\\\ \\text%7B(b) %7D \\frac%7BP_r%7D%7BP_c%7D < 0.2 \\text%7B için%7D \\\\ \\qquad \\qquad \\qquad \\qquad \\frac%7BP_r%7D%7B2P_c%7D + \\frac%7B8%7D%7B9%7D \\left ( \\frac%7BM_%7Brx%7D%7D%7BM_%7Bcx%7D%7D + \\frac%7BM_%7Bry%7D%7D%7BM_%7Bcy%7D%7D \\right ) \\leq 1.0 & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad (11.1b) $$ 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Math Inline"}},"localId":"63522b82-7893-46ff-9475-c6d6c0152be2"}},{"text":" ","type":"text"}]},{"type":"paragraph","content":[{"text":"Buradaki terimler aşağıda açıklanmıştır.","type":"text"}]},{"type":"paragraph","marks":[{"type":"indentation","attrs":{"level":1}}],"content":[{"text":"P","type":"text"},{"text":"r ","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":" : YDKT veya GKT yük birleşimleri için gerekli eksenel kuvvet dayanımı.","type":"text"},{"type":"hardBreak"},{"text":"P","type":"text"},{"text":"c ","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":" : ","type":"text"},{"text":"Bölüm 8","type":"text","marks":[{"type":"strong"}]},{"text":" e göre mevcut eksenel basınç kuvveti dayanımı, ","type":"text"},{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize 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\\frac%7BM_%7Bry%7D%7D%7BM_%7Bcy%7D%7D \\right ) \\leq 1.0 & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad (H1-1a) \\\\ \\text %7B(b) When %7D \\frac%7BP_r%7D%7BP_c%7D < 0.2 \\\\ \\qquad \\qquad \\qquad \\qquad \\frac%7BP_r%7D%7B2P_c%7D + \\left ( \\frac%7BM_%7Brx%7D%7D%7BM_%7Bcx%7D%7D + \\frac%7BM_%7Bry%7D%7D%7BM_%7Bcy%7D%7D \\right ) \\leq 1.0 & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad (H1-1b) $$ 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Math Inline"}},"localId":"9a532d24-ef0e-4674-a643-5e85bbe54c10"}},{"text":" ","type":"text"}]},{"type":"heading","attrs":{"level":3},"content":[{"text":"Kayma Kontrolü","type":"text"}]},{"type":"bulletList","content":[{"type":"listItem","content":[{"type":"paragraph","content":[{"text":"Brüt ve Net Alanda Kayma Kontrolü","type":"text","marks":[{"type":"strong"}]}]}]}]},{"type":"paragraph","content":[{"text":"Brüt alanda kayma, petek kirişin dolu gövdeli bölümünü; net alanda kayma petek kirişin boşluklu bölümünü dikkate alarak aşağıdaki gibi hesaplanmaktadır.","type":"text"}]},{"type":"mediaSingle","attrs":{"layout":"center","width":50.0},"content":[{"type":"media","attrs":{"width":696,"id":"357d8214-253c-4887-90b9-b12bb151f345","collection":"contentId-2188574787","type":"file","height":517}}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize V_n = 0.6 F_y A_w C_v & \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad\\qquad \\qquad \\qquad \\qquad (G2-1) \\\\ V_n = 0.6 F_y b t C_%7Bv2%7D &\\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad (10.15) $$ 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Kontrolü","type":"text","marks":[{"type":"strong"}]}]}]}]},{"type":"paragraph","content":[{"text":"Petek kiriş gövdesine gelen kesme kuvveti denge denklemi kullanılarak hesaplanır ve kayma dayanımı hesaplanarak karşılaştırılır.","type":"text"}]},{"type":"mediaSingle","attrs":{"layout":"center","width":65.0},"content":[{"type":"media","attrs":{"width":1235,"id":"9a934fec-1db0-436a-bd57-7d9a6a0a9fa3","collection":"contentId-2188574787","type":"file","height":579}}]},{"type":"paragraph","marks":[{"type":"alignment","attrs":{"align":"center"}}],"content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize V_u = F_1 - F_2 = \\frac %7BV_1+V_2%7D%7B2%7D \\frac %7Bs%7D%7Bd%7D $$ "}},"macroMetadata":{"macroId":{"value":"c241c493-0eb9-4b26-89d7-b074d2910c30"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++V_u+%3D+F_1+-+F_2+%3D+%5Cfrac+%257BV_1%2BV_2%257D%257B2%257D+%5Cfrac+%257Bs%257D%257Bd%257D++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"910b9de0-efa4-49df-95ce-08de3a0abf70"}},{"text":" ","type":"text"}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"$$ \\normalsize V_n = 0.6 F_y A_w C_v & \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad\\qquad \\qquad \\qquad \\qquad (G2-1) $$ "}},"macroMetadata":{"macroId":{"value":"826b0654-112f-45e3-855f-aaac77537f97"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=%24%24+%5Cnormalsize++V_n+%3D+0.6+F_y+A_w+C_v+%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad++%28G2-1%29++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"edc37cb1-d016-4aa8-a1c5-5e6623d38ada"}},{"text":" ","type":"text"}]},{"type":"heading","attrs":{"level":3},"content":[{"text":"Vierendeel Kontrolü","type":"text"}]},{"type":"bulletList","content":[{"type":"listItem","content":[{"type":"paragraph","content":[{"text":"Eksenel Kuvvet ve İki Eksenli Eğilme Etkisi","type":"text","marks":[{"type":"strong"}]}]}]}]},{"type":"paragraph","content":[{"text":"Petek kiriş boşluğunun üzerinde bulunan T kesite gelen etkiler denge denklemleri yardımı ile bulunur. Bu kuvvetler hesaplanırken statik analizde bulunan iç kuvvet diyagramları kullanılır.","type":"text"}]},{"type":"mediaSingle","attrs":{"layout":"center"},"content":[{"type":"media","attrs":{"width":1185,"id":"3b47d828-d466-48e5-861c-09c874ed6378","collection":"contentId-2188574787","type":"file","height":793}}]},{"type":"bulletList","content":[{"type":"listItem","content":[{"type":"paragraph","content":[{"text":"Eksenel Kuvvet","type":"text","marks":[{"type":"strong"}]}]}]}]},{"type":"paragraph","content":[{"text":"T kesitin eksenel basınç dayanımı aşağıdaki gibi hesaplanmaktadır.","type":"text"}]},{"type":"paragraph","content":[{"text":"The ","type":"text"},{"text":"nominal compressive strength","type":"text","marks":[{"type":"em"}]},{"text":", P","type":"text"},{"text":"n","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":", shall be determined based on the ","type":"text"},{"text":"limit state","type":"text","marks":[{"type":"em"}]},{"text":" of ","type":"text"},{"text":"flexural buckling","type":"text","marks":[{"type":"em"}]},{"text":".","type":"text"}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\qquad \\qquad \\qquad \\qquad P_n = F_%7Bcr%7DA_g & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad (E3-1) $$ "}},"macroMetadata":{"macroId":{"value":"6e25cbdd-7ff0-4965-a389-c22c32b022b2"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+P_n+%3D+F_%257Bcr%257DA_g++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad++%28E3-1%29++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"aa984913-09b9-41e0-994d-8c2ece8adee7"}}]},{"type":"paragraph","content":[{"text":"The ","type":"text"},{"text":"critical stress","type":"text","marks":[{"type":"em"}]},{"text":", F","type":"text"},{"text":"cr","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":", is determined as follows:","type":"text"}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\text %7B(a) When %7D \\frac%7BKL%7D%7Br%7D \\leq 4.71 \\sqrt%7B \\frac %7BE%7D%7BF_y%7D%7D \\qquad ( \\text%7Bor%7D \\; \\frac%7BF_y%7D%7BF_e%7D \\leq 2.25) \\\\ \\qquad \\qquad \\qquad \\qquad F_%7Bcr%7D = \\left [ 0.658%5e%7B\\frac%7BF_y%7D%7BF_e%7D%7D\\right ] F_y & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad (E3-2) \\\\ \\text %7B(b) When %7D \\frac%7BKL%7D%7Br%7D > 4.71 \\sqrt%7B \\frac %7BE%7D%7BF_y%7D%7D \\qquad ( \\text%7Bor%7D \\; \\frac%7BF_y%7D%7BF_e%7D > 2.25) \\\\ \\qquad \\qquad \\qquad \\qquad F_%7Bcr%7D = 0.877F_e & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad (E3-3) $$ "}},"macroMetadata":{"macroId":{"value":"7d694588-c4ce-48c7-a7e9-e1e0971d2f3e"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Ctext+%257B%28a%29+When+%257D+%5Cfrac%257BKL%257D%257Br%257D+%5Cleq+4.71+%5Csqrt%257B+%5Cfrac+%257BE%257D%257BF_y%257D%257D+%5Cqquad+%28+%5Ctext%257Bor%257D+%5C%3B+%5Cfrac%257BF_y%257D%257BF_e%257D+%5Cleq+2.25%29+%5C%5C+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+F_%257Bcr%257D+%3D+%5Cleft+%5B+0.658%255e%257B%5Cfrac%257BF_y%257D%257BF_e%257D%257D%5Cright+%5D+F_y++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad++%28E3-2%29+%5C%5C++%5Ctext+%257B%28b%29+When+%257D+%5Cfrac%257BKL%257D%257Br%257D+%3E+4.71+%5Csqrt%257B+%5Cfrac+%257BE%257D%257BF_y%257D%257D+%5Cqquad+%28+%5Ctext%257Bor%257D+%5C%3B+%5Cfrac%257BF_y%257D%257BF_e%257D+%3E+2.25%29+%5C%5C+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+F_%257Bcr%257D+%3D+0.877F_e++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad++%28E3-3%29+++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"e7ace6f7-26c9-41fb-b99b-b6492cf39b4f"}},{"text":" ","type":"text"}]},{"type":"paragraph","content":[{"text":"where","type":"text"}]},{"type":"paragraph","marks":[{"type":"indentation","attrs":{"level":1}}],"content":[{"text":"Fe = elastic ","type":"text"},{"text":"buckling","type":"text","marks":[{"type":"em"}]},{"text":" stress determined according to Equation E3-4, as specified in Appendix 7, Section 7.2.3(b), or through an elastic buckling analysis, as applicable, ksi (MPa)","type":"text"}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\qquad \\qquad \\qquad \\qquad F_%7Be%7D = \\frac %7B\\pi%5e2E%7D%7B \\left( \\frac%7BKL%7D%7Br%7D \\right)%5e2%7D & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad (E3-4) $$ "}},"macroMetadata":{"macroId":{"value":"e5f353d7-5639-420b-8eb0-e1810e10ae7b"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize+++%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+F_%257Be%257D+%3D+%5Cfrac+%257B%5Cpi%255e2E%257D%257B+%5Cleft%28+%5Cfrac%257BKL%257D%257Br%257D+%5Cright%29%255e2%257D+%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+++%28E3-4%29+++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"79d03cad-6460-45bc-9075-c93e5af6fd4c"}}]},{"type":"paragraph","marks":[{"type":"indentation","attrs":{"level":4}}],"content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize P_n = F_%7Bcr%7DA_%7Bg%7D & \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\; \\; (8.1) $$ "}},"macroMetadata":{"macroId":{"value":"33171e72-1745-44f9-9d24-2bffbdd61de3"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++P_n+%3D+F_%257Bcr%257DA_%257Bg%257D++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5C%3B+%5C%3B++%288.1%29+%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"6958f706-624e-4efc-b0e0-dd3d8d6149d7"}},{"text":" ","type":"text"}]},{"type":"paragraph","content":[{"text":"Burada, ","type":"text"},{"text":"kritik burkulma gerilmesi","type":"text","marks":[{"type":"em"}]},{"text":", F","type":"text"},{"text":"cr","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":", ","type":"text"},{"text":"Denk. (8.2)","type":"text","marks":[{"type":"strong"}]},{"text":" veya ","type":"text"},{"text":"Denk.(8.3)","type":"text","marks":[{"type":"strong"}]},{"text":" ile elde edilecektir.","type":"text"}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\frac%7BL_c%7D%7Bi%7D \\leq 4.71 \\sqrt%7B \\frac %7BE%7D%7BF_y%7D%7D \\qquad ( \\text%7Bveya%7D \\; \\frac%7BF_y%7D%7BF_e%7D \\leq 2.25) \\text%7B için%7D \\\\ \\qquad \\qquad \\qquad \\qquad F_%7Bcr%7D = \\left [ 0.658%5e%7B\\frac%7BF_y%7D%7BF_e%7D%7D\\right ] F_y & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad (8.2) \\\\ \\frac%7BL_c%7D%7Bi%7D > 4.71 \\sqrt%7B \\frac %7BE%7D%7BF_y%7D%7D \\qquad ( \\text%7Bveya%7D \\; \\frac%7BF_y%7D%7BF_e%7D > 2.25) \\text%7B için%7D \\\\ \\qquad \\qquad \\qquad \\qquad F_%7Bcr%7D = 0.877F_e & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad (8.3) $$ "}},"macroMetadata":{"macroId":{"value":"74e2cc1b-0b79-4910-9d1b-67a7e0c7abd6"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Cfrac%257BL_c%257D%257Bi%257D+%5Cleq+4.71+%5Csqrt%257B+%5Cfrac+%257BE%257D%257BF_y%257D%257D+%5Cqquad+%28+%5Ctext%257Bveya%257D+%5C%3B+%5Cfrac%257BF_y%257D%257BF_e%257D+%5Cleq+2.25%29+%5Ctext%257B++i%C3%A7in%257D+%5C%5C+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+F_%257Bcr%257D+%3D+%5Cleft+%5B+0.658%255e%257B%5Cfrac%257BF_y%257D%257BF_e%257D%257D%5Cright+%5D+F_y++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad++%288.2%29+%5C%5C+%5Cfrac%257BL_c%257D%257Bi%257D+%3E+4.71+%5Csqrt%257B+%5Cfrac+%257BE%257D%257BF_y%257D%257D+%5Cqquad+%28+%5Ctext%257Bveya%257D+%5C%3B+%5Cfrac%257BF_y%257D%257BF_e%257D+%3E+2.25%29+%5Ctext%257B++i%C3%A7in%257D+%5C%5C+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+F_%257Bcr%257D+%3D+0.877F_e++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad++%288.3%29+++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"9d95b1f2-9ff0-4c4c-9e22-c7dae4d046c7"}},{"text":" ","type":"text"}]},{"type":"bulletList","content":[{"type":"listItem","content":[{"type":"paragraph","content":[{"text":"Eğilme Momenti","type":"text","marks":[{"type":"strong"}]}]}]}]},{"type":"paragraph","content":[{"text":"T kesitin kuvvetli eksende eğilme dayanımı AISC 360-10 bölüm F9 ve YTÇY bölüm 9.9 a göre yapılmaktadır.","type":"text"}]},{"type":"paragraph","content":[{"text":"1. Yielding","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\qquad \\qquad \\qquad \\qquad M_n = M_p & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad (F9-1) \\\\ \\text %7Bwhere%7D \\\\\n\\quad \\text %7B(a) For stems in tension%7D \\\\ \\qquad \\qquad \\qquad \\qquad M_p = F_yZ_x \\leq 1.6M_y & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad (F9-2) \\\\ \\quad \\text %7B(b) For stems in compression%7D \\\\ \\qquad \\qquad \\qquad \\qquad M_p = F_yZ_x \\leq M_y & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad (F9-3) $$ "}},"macroMetadata":{"macroId":{"value":"7c6e76fc-08e6-414d-9800-828d9b07390f"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+M_n+%3D+M_p++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad++%28F9-1%29+%5C%5C+%5Ctext+%257Bwhere%257D+%5C%5C%0A%5Cquad+%5Ctext+%257B%28a%29+For+stems+in+tension%257D+%5C%5C+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+M_p+%3D+F_yZ_x+%5Cleq+1.6M_y++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad++%28F9-2%29+%5C%5C+%5Cquad+%5Ctext+%257B%28b%29+For+stems+in+compression%257D+%5C%5C+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+M_p+%3D+F_yZ_x+%5Cleq+M_y++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad++%28F9-3%29+++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"a25e8894-ddbf-4edc-88b2-4ac7ff515ec5"}},{"text":" ","type":"text"}]},{"type":"paragraph","content":[{"text":"2. Lateral-Torsional Buckling","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\qquad \\qquad \\qquad \\qquad M_n = M_%7Bcr%7D = \\frac%7B\\pi \\sqrt %7BEI_yGJ%7D%7D%7BL_b%7D \\left( B+ \\sqrt%7B1+B%5e2%7D \\right) & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\; (F9-4) \\\\ \\text %7Bwhere%7D \\\\ \\qquad B = \\pm 2.3 \\left ( \\frac%7Bd%7D%7BL_b%7D \\right ) \\sqrt%7B \\frac%7BI_y%7D%7BJ%7D%7DF_yZ_x \\leq 1.6M_y & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\; (F9-5) $$ "}},"macroMetadata":{"macroId":{"value":"16292440-03a7-48f0-9bc9-1ef54b176fd0"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+M_n+%3D+M_%257Bcr%257D+%3D+%5Cfrac%257B%5Cpi+%5Csqrt+%257BEI_yGJ%257D%257D%257BL_b%257D+%5Cleft%28+B%2B+%5Csqrt%257B1%2BB%255e2%257D+%5Cright%29++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5C%3B++%28F9-4%29+%5C%5C+%5Ctext+%257Bwhere%257D+%5C%5C+%5Cqquad+B+%3D+%5Cpm+2.3+%5Cleft+%28+%5Cfrac%257Bd%257D%257BL_b%257D+%5Cright+%29+%5Csqrt%257B+%5Cfrac%257BI_y%257D%257BJ%257D%257DF_yZ_x+%5Cleq+1.6M_y++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5C%3B++%28F9-5%29++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"c8105599-cb0f-4cfd-8017-43014fa7a703"}},{"text":" ","type":"text"}]},{"type":"bulletList","content":[{"type":"listItem","content":[{"type":"paragraph","content":[{"text":"Birleşik Etkiler","type":"text","marks":[{"type":"strong"}]}]}]}]},{"type":"paragraph","content":[{"text":"T kesit üzerine gelen eğilme momenti ve eksenel kuvvet denge denklemleri ile hesaplanır. Daha sonra T kesitin eğilme ve eksenel kuvvet dayanımları bulunarak birleşik etkiler göz önüne alınır.","type":"text"}]},{"type":"paragraph","content":[{"text":"11.1.1 - Eğilme ve Basınç Etkisindeki Çift ve Tek Simetri Eksenli Elemanlar","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","content":[{"text":"Geometrik eksenleri (x ve/veya y) etrafında eğilme etkisindeki çift ve tek simetri eksenli elemanlarda eğilme momenti ve eksenel basınç kuvveti etkileşimi ","type":"text"},{"text":"Denk.(11.1a) ","type":"text","marks":[{"type":"strong"}]},{"text":"ve ","type":"text"},{"text":"Denk.(11.1b) ","type":"text","marks":[{"type":"strong"}]},{"text":"ile sınırlandırılacaktır.","type":"text"}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\text%7B(a) %7D \\frac%7BP_r%7D%7BP_c%7D \\geq 0.2 \\text%7B için%7D \\\\ \\qquad \\qquad \\qquad \\qquad \\frac%7BP_r%7D%7BP_c%7D + \\frac%7B8%7D%7B9%7D \\left ( \\frac%7BM_%7Brx%7D%7D%7BM_%7Bcx%7D%7D + \\frac%7BM_%7Bry%7D%7D%7BM_%7Bcy%7D%7D \\right ) \\leq 1.0 & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad (11.1a) \\\\ \\text%7B(b) %7D \\frac%7BP_r%7D%7BP_c%7D < 0.2 \\text%7B için%7D \\\\ \\qquad \\qquad \\qquad \\qquad \\frac%7BP_r%7D%7B2P_c%7D + \\frac%7B8%7D%7B9%7D \\left ( \\frac%7BM_%7Brx%7D%7D%7BM_%7Bcx%7D%7D + \\frac%7BM_%7Bry%7D%7D%7BM_%7Bcy%7D%7D \\right ) \\leq 1.0 & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad (11.1b) $$ 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Math Inline"}},"localId":"bd88ec76-00e5-420b-a968-53491410976b"}},{"text":" ","type":"text"}]},{"type":"paragraph","content":[{"text":"Buradaki terimler aşağıda açıklanmıştır.","type":"text"}]},{"type":"paragraph","marks":[{"type":"indentation","attrs":{"level":1}}],"content":[{"text":"P","type":"text"},{"text":"r ","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":" : YDKT veya GKT yük birleşimleri için gerekli eksenel kuvvet dayanımı.","type":"text"},{"type":"hardBreak"},{"text":"P","type":"text"},{"text":"c ","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":" : ","type":"text"},{"text":"Bölüm 8","type":"text","marks":[{"type":"strong"}]},{"text":" e göre mevcut eksenel basınç kuvveti dayanımı, ","type":"text"},{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize 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\\frac%7BM_%7Bry%7D%7D%7BM_%7Bcy%7D%7D \\right ) \\leq 1.0 & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad (H1-1a) \\\\ \\text %7B(b) When %7D \\frac%7BP_r%7D%7BP_c%7D < 0.2 \\\\ \\qquad \\qquad \\qquad \\qquad \\frac%7BP_r%7D%7B2P_c%7D + \\left ( \\frac%7BM_%7Brx%7D%7D%7BM_%7Bcx%7D%7D + \\frac%7BM_%7Bry%7D%7D%7BM_%7Bcy%7D%7D \\right ) \\leq 1.0 & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad (H1-1b) $$ 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Math Inline"}},"localId":"a018138a-21e1-448e-9e6b-b6c1320bf3ee"}},{"text":" ","type":"text"}]},{"type":"heading","attrs":{"level":3},"content":[{"text":"Gövde Burkulması Kontrolü","type":"text"}]},{"type":"bulletList","content":[{"type":"listItem","content":[{"type":"paragraph","content":[{"text":"Gövdeye Etkiyen Kuvvetler","type":"text","marks":[{"type":"strong"}]}]}]}]},{"type":"paragraph","content":[{"text":"Petek kiriş boşluklarının arasında kalan dolu gövdeli bölümün üst ve alt sınırına gelen eğilme momenti değerleri bulunur ve dikdörtgen kesite göre yanal burulma burkulması kontrolü yapılır.","type":"text"}]},{"type":"mediaSingle","attrs":{"layout":"center"},"content":[{"type":"media","attrs":{"width":1549,"id":"c9de54ee-3c9e-455e-b28f-bebe8b40b7d9","collection":"contentId-2188574787","type":"file","height":683}}]},{"type":"bulletList","content":[{"type":"listItem","content":[{"type":"paragraph","content":[{"text":"Gövde Burkulma Dayanımı","type":"text","marks":[{"type":"strong"}]}]}]}]},{"type":"paragraph","content":[{"text":"Petek kiriş boşluklarının arasında kalan dolu gövdeli bölüm AISC 360-10 bölüm F11 ve TÇY bölüm 9.11 e göre hesaplanmaktadır.","type":"text"}]},{"type":"paragraph","content":[{"text":"1. Yielding","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","content":[{"text":"For rectangular bars with ","type":"text"},{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\frac %7BL_b d%7D%7Bt%5e2%7D \\leq \\frac %7B0.08 E%7D%7BF_y%7D $$ "}},"macroMetadata":{"macroId":{"value":"99f43b60-f6e5-442d-b35a-bf4a28f9fb54"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Cfrac+%257BL_b+d%257D%257Bt%255e2%257D+%5Cleq++%5Cfrac+%257B0.08+E%257D%257BF_y%257D+%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"d6047ee6-dc3b-4740-aa36-0033148977e5"}},{"text":" bent about their major axis, rectangular bars bent about their minor axis and rounds:","type":"text"}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\qquad \\qquad \\qquad \\qquad M_n = M_%7Bp%7D = F_yZ \\leq 1.6M_y & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\qquad (F11-1) $$ "}},"macroMetadata":{"macroId":{"value":"3bcb0282-dbfa-41e2-be84-9180373d48b2"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+M_n+%3D+M_%257Bp%257D+%3D+F_yZ+%5Cleq+1.6M_y++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad++%28F11-1%29++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"3df595dc-7983-45b6-b649-c1adf64ecf39"}},{"text":" ","type":"text"}]},{"type":"paragraph","content":[{"text":"2. Lateral-Torsional Buckling","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","content":[{"text":"(a) For rectangular bars with ","type":"text"},{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\frac %7B0.08 E%7D%7BF_y%7D < \\frac %7BL_b d%7D%7Bt%5e2%7D \\leq \\frac %7B1.9E%7D%7BF_y%7D $$ "}},"macroMetadata":{"macroId":{"value":"de917d65-66d7-4d11-8cf1-76f974ed137e"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Cfrac+%257B0.08+E%257D%257BF_y%257D+%3C+%5Cfrac+%257BL_b+d%257D%257Bt%255e2%257D+%5Cleq+%5Cfrac+%257B1.9E%257D%257BF_y%257D+++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"f1147600-aa5b-4bf3-bd32-eb12933ce70c"}},{"text":" bent about their major axis:","type":"text"},{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\qquad \\qquad \\qquad \\qquad M_n = C_%7Bb%7D \\left [ 1.52-0.274 \\left( \\frac%7BL_bd%7D%7Bt%5e2%7D\\right) \\frac%7BF_y%7D%7BE%7D \\right ] M_y \\leq M_p & \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\; \\; (F11-2) $$ "}},"macroMetadata":{"macroId":{"value":"ab933090-a1ce-4695-a8c6-334a88b44d12"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+M_n+%3D+C_%257Bb%257D+%5Cleft+%5B+1.52-0.274+%5Cleft%28+%5Cfrac%257BL_bd%257D%257Bt%255e2%257D%5Cright%29+%5Cfrac%257BF_y%257D%257BE%257D+%5Cright+%5D+M_y+%5Cleq+M_p+++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5C%3B+%5C%3B++%28F11-2%29++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"868df82d-5a64-4599-a4fa-68f4f01289db"}},{"text":" ","type":"text"}]},{"type":"paragraph","content":[{"text":"(b) For rectangular bars with ","type":"text"},{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\frac %7BL_b d%7D%7Bt%5e2%7D > \\frac %7B1.9E%7D%7BF_y%7D $$ "}},"macroMetadata":{"macroId":{"value":"ed1bfdf8-003e-41a8-ba2e-7742a944c276"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Cfrac+%257BL_b+d%257D%257Bt%255e2%257D+%3E+%5Cfrac+%257B1.9E%257D%257BF_y%257D+++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"cdd3642d-67fc-4805-9726-ffa8b19f3cc7"}},{"text":" bent about their major axis:","type":"text"}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\qquad \\qquad \\qquad \\qquad M_n = F_%7Bcr%7D S_x \\leq M_p & \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\; (F11-3) \\\\ \\text %7Bwhere%7D \\\\ \\qquad F_%7Bcr%7D = \\frac%7B1.9EC_b%7D%7B\\frac%7BL_bd%7D%7Bt%5e2%7D%7D & \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\; (F11-4) $$ "}},"macroMetadata":{"macroId":{"value":"ccd93ba5-7501-4a3e-8925-6e78c041b245"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+M_n+%3D+F_%257Bcr%257D+S_x+%5Cleq+M_p+%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5C%3B++%28F11-3%29+%5C%5C+%5Ctext+%257Bwhere%257D+%5C%5C+%5Cqquad+F_%257Bcr%257D+%3D+%5Cfrac%257B1.9EC_b%257D%257B%5Cfrac%257BL_bd%257D%257Bt%255e2%257D%257D++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5C%3B++%28F11-4%29++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"6334caaf-1084-4c06-a039-2fbf5b92d891"}},{"text":" ","type":"text"}]},{"type":"paragraph","marks":[{"type":"indentation","attrs":{"level":1}}],"content":[{"text":"L","type":"text"},{"text":"b","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":" = length between points that are either braced against lateral displacement of the compression region, or between points braced to prevent twist of the cross section, in. (mm)","type":"text"},{"type":"hardBreak"},{"text":"d = depth of rectangular bar, in. (mm)","type":"text"},{"type":"hardBreak"},{"text":"t = width of rectangular bar parallel to axis of bending, in. (mm)","type":"text"}]},{"type":"paragraph","content":[{"text":"9.11.1 - Akma Sınır Durumu","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","content":[{"text":"Dairesel enkesitli elemanlar ile zayıf asal eksenleri etrafında eğilme momenti etkisindeki dikdörtgen enkesitli elemanların akma sınır durumu için karakteristik eğilme momenti dayanımı, M","type":"text"},{"text":"n","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":", ","type":"text"},{"text":"Denk.(9.74)","type":"text","marks":[{"type":"strong"}]},{"text":" ile belirlenecektir.","type":"text"}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\qquad \\qquad \\qquad \\qquad M_n = M_%7Bp%7D = F_yW_p \\leq 1.6M_y & \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\qquad \\qquad \\qquad \\qquad \\quad (9.74) $$ "}},"macroMetadata":{"macroId":{"value":"5905a711-3e86-4b2d-a24a-4f08d2225da8"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+M_n+%3D+M_%257Bp%257D+%3D+F_yW_p+%5Cleq+1.6M_y++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad++%289.74%29++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"5998144e-1d89-45c8-95ac-24de15685e4c"}},{"text":" ","type":"text"}]},{"type":"paragraph","content":[{"text":"9.11.2 - Yanal Burulmalı Burkulma Sınır Durumu","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","content":[{"text":"Yanal burulmalı burkulma sınır durumu için karakteristik eğilme momenti dayanımı, M","type":"text"},{"text":"n","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":", aşağıda tanımlandığı şekilde belirlenecektir.","type":"text"}]},{"type":"paragraph","content":[{"text":"(a) Dairesel enkesitli elemanlarda, kuvvetli asal eksenleri etrafında eğilme etkisindeki dikdörtgen enkesitli elemanlarda ","type":"text"},{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize L_b d/t%5e2 \\leq 0.08 (E/F_y) $$ "}},"macroMetadata":{"macroId":{"value":"bc9838a6-9b04-4244-8643-cca9e990a0bf"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++L_b+d%2Ft%255e2+%5Cleq++0.08+%28E%2FF_y%29+%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"3c0967df-1441-4908-aa5f-d84eec87ffed"}},{"text":" olması halinde ve zayıf asal eksenleri etrafında eğilme etkisindeki dikdörtgen enkesitli elemanlarda bu sınır durumun göz önüne alınmasına gerek yoktur. Bu durumda karakteristik eğilme momenti dayanımı, M","type":"text"},{"text":"n","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":", ","type":"text"},{"text":"Denk.(9.74)","type":"text","marks":[{"type":"strong"}]},{"text":" ile belirlenir.","type":"text"}]},{"type":"paragraph","content":[{"text":"(b) Kuvvetli asal eksenlerinde eğilme etkisindeki dikdörtgen enkesitli elemanlarda ","type":"text"},{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize 0.08 (E/F_y) < L_b d/t%5e2 \\leq 1.9 (E/F_y) $$ "}},"macroMetadata":{"macroId":{"value":"c20012bd-155f-4cdd-9e7d-b44102bf6d1d"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++0.08+%28E%2FF_y%29+%3C+L_b+d%2Ft%255e2+%5Cleq++1.9+%28E%2FF_y%29+%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"ff5c1907-fe8f-40fe-9171-10f49614ca3b"}},{"text":" olması durumunda karakteristik eğilme momenti dayanımı, M","type":"text"},{"text":"n","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":", ","type":"text"},{"text":"Denk.(9.75)","type":"text","marks":[{"type":"strong"}]},{"text":" ile belirlenecektir.","type":"text"}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\qquad \\qquad \\qquad \\qquad M_n = C_%7Bb%7D \\left [ 1.52-0.274 \\left( \\frac%7BL_bd%7D%7Bt%5e2%7D\\right) \\frac%7BF_y%7D%7BE%7D \\right ] M_y \\leq M_p & \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\quad \\; (9.75) $$ "}},"macroMetadata":{"macroId":{"value":"7a959992-c6f8-4702-a303-6ba5f0e7e907"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+M_n+%3D+C_%257Bb%257D+%5Cleft+%5B+1.52-0.274+%5Cleft%28+%5Cfrac%257BL_bd%257D%257Bt%255e2%257D%5Cright%29+%5Cfrac%257BF_y%257D%257BE%257D+%5Cright+%5D+M_y+%5Cleq+M_p+++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cquad+%5C%3B++%289.75%29++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"a7eadc6b-45fe-4a0a-9ad5-fb448c131740"}},{"text":" ","type":"text"}]},{"type":"paragraph","content":[{"text":"(b) Kuvvetli asal eksenlerinde eğilme etkisindeki dikdörtgen enkesitli elemanlarda ","type":"text"},{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize L_b d/t%5e2 > 1.9 (E/F_y) $$ "}},"macroMetadata":{"macroId":{"value":"b0baa5c6-6f40-483d-b744-c7fe35e44ccf"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++L_b+d%2Ft%255e2+%3E+1.9+%28E%2FF_y%29+%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"de8a9af0-9494-46e8-b9bd-94a15dbcf88c"}},{"text":" olması durumunda ise, karakteristik eğilme momenti dayanımı, M","type":"text"},{"text":"n","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":", ","type":"text"},{"text":"Denk.(9.76)","type":"text","marks":[{"type":"strong"}]},{"text":" ile hesaplanacaktır.","type":"text"}]},{"type":"paragraph","content":[{"type":"inlineExtension","attrs":{"extensionType":"com.atlassian.confluence.macro.core","extensionKey":"mathinline","parameters":{"macroParams":{"_parentId":{"value":"2188574787"},"body":{"value":"--uriencoded--$$ \\normalsize \\qquad \\qquad \\qquad \\qquad M_n = F_%7Bcr%7D W_%7Bex%7D = \\left ( \\frac%7B1.9EC_b%7D%7BL_bd/t%5e2%7D \\right ) W_%7Bex%7D \\leq M_p & \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\qquad \\; (9.76) $$ "}},"macroMetadata":{"macroId":{"value":"b6578727-64a5-4e6d-a37e-459b86429900"},"schemaVersion":{"value":"1"},"placeholder":[{"type":"image","data":{"url":"https://latexmath.bolo-app.com/render/1.0/mathinline-placeholder?body=--uriencoded--%24%24+%5Cnormalsize++%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+M_n+%3D+F_%257Bcr%257D+W_%257Bex%257D+%3D++%5Cleft+%28+%5Cfrac%257B1.9EC_b%257D%257BL_bd%2Ft%255e2%257D+%5Cright+%29+W_%257Bex%257D+%5Cleq+M_p+++%26+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5Cqquad+%5C%3B++%289.76%29++%24%24+&_parentId=2188574787"}}],"title":"LaTeX Math Inline"}},"localId":"478dae97-b8a5-42e7-a48d-9347f09dc4f5"}},{"text":" ","type":"text"}]},{"type":"heading","attrs":{"level":3},"content":[{"text":"Örnek","type":"text"}]},{"type":"paragraph","content":[{"text":"10 m açıklığa sahip iki ucu mafsallı düzgün yayılı yük etkisinde CH IPE 400 kesitli petek kirişin tasarımı.","type":"text"}]},{"type":"mediaSingle","attrs":{"layout":"center","width":65.0},"content":[{"type":"media","attrs":{"width":820,"id":"6c9fda69-b5c1-481c-b079-31ec23c29730","collection":"contentId-2188574787","type":"file","height":799}}]},{"type":"mediaSingle","attrs":{"layout":"center"},"content":[{"type":"media","attrs":{"width":1004,"id":"bbf9b774-07b1-460c-9825-1eef5f74247b","collection":"contentId-2188574787","type":"file","height":390}}]},{"type":"paragraph","content":[{"text":"G+Q yüklemesinden oluşan iç kuvvet diyagramı.","type":"text"}]},{"type":"mediaSingle","attrs":{"layout":"center","width":80.0},"content":[{"type":"media","attrs":{"width":1150,"id":"c9042a2a-f068-4461-9bd3-676060a8fe1e","collection":"contentId-2188574787","type":"file","height":783}}]},{"type":"paragraph","content":[{"text":"İki Eksenli Eğilme ve Eksenel Basınç Kontrolü.","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","content":[{"text":"Dolu gövdeli I kesitin ve petek boşluğu dikkate alınmış kesitin kayma kontolü. Brüt alanda kesite gelen en büyük kesme kuvveti V","type":"text"},{"text":"u","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":" = 53.913 kN, net alanda kesite gelen en büyük kesme kuvveti","type":"text"},{"type":"hardBreak"},{"text":"V","type":"text"},{"text":"u","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":" = 43,13 kN olarak bulunmuştur.","type":"text"}]},{"type":"mediaSingle","attrs":{"layout":"center"},"content":[{"type":"media","attrs":{"width":1388,"id":"a633dba8-fe9f-4f1c-a84c-609550e6f467","collection":"contentId-2188574787","type":"file","height":688}}]},{"type":"paragraph","content":[{"text":"Yatay Kesme Kontrolü","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","content":[{"text":"Dolu gövdeli I kesitin iki yanındaki boşluklara gelen iç kuvvetler bulunur. Gövde boşluğunun üst veya alt kısmında denge denklemi yazılarak yatay kesme kuvveti değeri V","type":"text"},{"text":"u","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":" = 42,512 kN olarak bulunur. Bu bölgenin kayma dayanımı V","type":"text"},{"text":"c","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":" = 0,6 x F","type":"text"},{"text":"y","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":" x b x t /Ω = 0,6 x 235 x 200 x 8,6 / 1,5 = 161,68 kN olarak bulunur.","type":"text"}]},{"type":"mediaSingle","attrs":{"layout":"center"},"content":[{"type":"media","attrs":{"width":1883,"id":"9f812bac-3bc6-405e-b099-a601179c6931","collection":"contentId-2188574787","type":"file","height":627}}]},{"type":"paragraph","content":[{"text":"Vierendeel Kontrolü","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","content":[{"text":"Petek kirişte gövde boşluklarına gelen M ve V değerleri, M","type":"text"},{"text":"u1,6m","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":" = 72,349 kNm ve V","type":"text"},{"text":"u1,6m","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":"= 36,616 kN olarak okundu. d","type":"text"},{"text":"effective","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":" = 563,074 mm olduğundan vierendeel kirişine gelen etkiler aşağıdaki gibi bulunur.","type":"text"}]},{"type":"mediaSingle","attrs":{"layout":"center"},"content":[{"type":"media","attrs":{"width":1503,"id":"5a4015ac-f4e4-4218-8d4d-a78ba0328ee5","collection":"contentId-2188574787","type":"file","height":833}}]},{"type":"paragraph","content":[{"text":"Gövde Burkulması","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","content":[{"text":"Petek kirişin dolu gövdeli bölümünün üzerine gelen moment değerleri bulunarak dayanım kontrolü yapılır. Bu kontrol moment diyagramı da dikkate alınarak 13 tane istasyonda ayrı ayrı yapılır ve en elverişsiz durum bulunur. Tüm bunlar dikkate alınacak olursa gelen kuvvet M","type":"text"},{"text":"u","type":"text","marks":[{"type":"subsup","attrs":{"type":"sub"}}]},{"text":" = 8,502 kNm olarak bulunur.","type":"text"}]},{"type":"mediaSingle","attrs":{"layout":"center"},"content":[{"type":"media","attrs":{"width":1550,"id":"e7ca65b5-33a2-4d01-ac25-4622ce58cd29","collection":"contentId-2188574787","type":"file","height":705}}]},{"type":"rule"},{"type":"panel","attrs":{"panelType":"note"},"content":[{"type":"paragraph","content":[{"text":"Sonraki Konu","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","content":[{"type":"inlineCard","attrs":{"url":"https://idecad.atlassian.net/wiki/spaces/IBB/pages/2189197363"}}]}]}],"version":1}

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