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하중저항계수설계법에 의한 강구조설계기준
1.1 적용범위
이 기준은 구조용 강재를 사용한 교량 등을 포함한 토목구조물, 건축물 및 공작물(이하 강 구조물)의 부재 또는 연결부 해석 및 설계의 일반적인 요구사항을 규정한 것이다. 이 기준의 규정들은 최소한의 요구조건을 제시한 것이며 발주자의 판단에 따라 더 보수적인 조건을 사용 할 수 있다. 건축 강구조물의 내진설계는 제12장의 규정을 따르고 교량 등의 토목 강구조물의 내진설계는 당해 시설에 대한 설계기준의 내진설계 규정을 따른다.
※ 목 차 ※
제1장 총 칙
1.1 적용범위 ················································································································ 3
1.2 용어의 정의··········································································································· 3
1.3 주요기호 ·············································································································· 20
1.4 설계원칙 ·············································································································· 44
1.5 하중 및 하중조합 ······························································································· 46
1.6 참고기준 ·············································································································· 47
제2장 사용재료
2.1 강재····················································································································· 51
2.2 철근 및 콘크리트 ······························································································· 56
2.3 형상 및 치수······································································································· 57
2.4 재료의 강도········································································································ 57
2.5 물리상수 ·············································································································· 60
2.6 기타 강재 ············································································································ 60
제3장 골조의 안정성
3.1 일반적 안정 요구조건························································································ 63
3.2 직접해석법·········································································································· 64
3.3 유효좌굴길이법 ··································································································· 67
3.4 1차해석법 ············································································································ 68
3.5 근사2차해석········································································································ 69
제4장 인장부재
4.1 세장비 제한········································································································ 77
4.2 단면적의 산정····································································································· 77
4.3 인장강도 ·············································································································· 81
4.4 조립 인장부재····································································································· 82
4.5 핀접합부재·········································································································· 82
4.6 아이바·················································································································· 84
4.7 합성부재의 인장강도·························································································· 86
제5장 압축부재
5.1 일반사항 ·············································································································· 89
5.2 유효좌굴길이와 세장비 제한············································································· 93
5.3 비세장판 단면을 가진 부재의 휨좌굴에 대한 압축강도 ································· 94
5.4 비세장판 단면을 가진 부재의 비틀림좌굴 및 휨-비틀림좌굴에 대한 압축강도 ················ 95
5.5 단일ㄱ형강 압축부재·························································································· 98
5.6 조립 압축재······································································································ 100
5.7 세장판 단면을 갖는 압축부재········································································· 103
5.8 합성부재 ············································································································ 108
제6장 휨부재
6.1 일반사항 ············································································································ 129
6.2 형강 및 강관···································································································· 129
6.3 교량용 거더······································································································ 174
제7장 조합력과 비틀림부재
7.1 휨과 축력이 작용하는 1축 및 2축 대칭단면 부재······································· 251
7.2 휨과 축력을 받는 비대칭단면 부재 및 기타 부재 ······································ 253
7.3 비틀림 또는 비틀림, 휨, 전단력 또는/과 축력 등을 동시에 받는 부재·············· 254
7.4 구멍이 있는 플랜지의 인장파단 ····································································· 257
제8장 기타 부재
8.1 기둥과 보의 가새 ····························································································· 261
8.2 핀 ······················································································································· 266
8.3 말뚝··················································································································· 268
8.4 파형강판 구조물 ······························································································· 270
제9장 연 결
9.1 공통사항 ············································································································ 293
9.2 거더이음 ············································································································ 317
9.3 강관구조 접합··································································································· 322
제10장 피로 및 파단
10.1 피로················································································································· 349
10.2 인성 요구조건································································································ 363
제11장 물고임 및 내화설계
11.1 물고임에 대한 개략설계 ················································································ 367
11.2 물고임에 대한 개선된 설계·········································································· 367
11.3 내화설계 ·········································································································· 370
제12장 건축물 내진설계
12.1 일반사항 ·········································································································· 375
12.2 강구조의 내진설계························································································· 380
12.3 합성구조의 내진설계····················································································· 389
부 록
2023.01.31 - [설계기준|시방서/설계기준] - 강구조 설계기준 2003 (허용응력설계법)
2023.03.06 - [설계기준|시방서/설계기준] - 강구조 설계기준(하중저항계수설계법), 2016
2023.03.06 - [설계기준|시방서/설계기준] - 도로 설계기준, 2016
2023.03.07 - [설계기준|시방서/설계기준] - 도로교 설계기준, 2010
2023.03.08 - [설계기준|시방서/설계기준] - 도로교 설계기준(한계상태설계법), 2016 : 일반교량편
2023.03.09 - [설계기준|시방서/설계기준] - 도로교 설계기준(한계상태설계법), 2016 : 케이블교량편
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