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<p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-weight: bold; font-size: 12pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size:12pt;">역학 및 하중 시스템</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">안전</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">불안전</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">안정</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">불안정의 개념차이</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">탄성좌굴</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">비탄성좌굴의 개념</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">건축물의 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">3</span><span style="font-size: 10pt;">단계 정기점검 및 조사법</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">적합비틀림의 정의</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">내진성능평가에 있어서 손상상태기준 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">4</span><span style="font-size: 10pt;">단계</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">각 조인트의 정의</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">위치</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">방법</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">간격</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">주의사항</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">BIM IFC</span></span><span style="font-size: 10pt;">의 정의</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">CTBUH, SEWC, IABSE</span></span><span style="font-size: 10pt;">의 영문원어와 한글 뜻</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">밀폐형 건축물</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">, </span><span style="font-size: 10pt;">부분개방형 건축물의 설계풍압산정식</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">이중골조시스템과 전단벽</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">=</span><span style="font-size: 10pt;">골조상호작용시스템</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">한계상태설계법과 허용응력설계법</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">굴착공사 시 주변 구조물에 미치는 영향의 원인과 대책</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">면진구조 및 제진구조설계시 목표성능과 지진응답특성예측의 차이점</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">연결보의 역할</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">지붕활하중의 정의</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">기본등분포활하중값</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">기본집중활하중값</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">하중저감요소 및 최소값</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">Preloading</span></span><span style="font-size: 10pt;">공법</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">풍진동의 영향을 고려해야 할 건축물</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">, </span><span style="font-size: 10pt;">풍하중 저감법</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">단순소성론과 소성힌지의 개념</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">, </span><span style="font-size: 10pt;">실제 힌지와의 차이점</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">단순보에 중앙집중하중을 가력하는 실험시 실험상으로 중앙부 단면의 모멘트</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">-</span><span style="font-size: 10pt;">곡률관계를 구하는 방법</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">보의 휨변형과 전단변형 모양 </span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">인방형 제진장치 적용시 고려사항 </span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">테르자키의 직접기초 허용지지력 산정식</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">, </span><span style="font-size: 10pt;">제계수 및 산정식에서 알 수 있는 사항</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">기둥축소의 정의</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">가설흙막이의 구조형식</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">비구조요소의 설계지진력 산출</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">대표적인 평트러스의 종류의 형태 및 특징</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">동조액체 감쇠기</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">정밀안전진단 안전성평가등급 열거</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">내진역량설계법</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">반응수정계수의 개념 및 연성계수와의 관계를 동일변위개념</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">동일에너지관점에서 설명</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">휨변형지배구조시스템과 전단변형지배구조시스템의 예</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">구조동역학적특성</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">장주와 단주를 구분하는 방법</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">, </span><span style="font-size: 10pt;">이론상 한계세장비와 설계상 한계세장비</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">지하층이 없는 건물 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">1</span><span style="font-size: 10pt;">층 부재의 동결심도를 고려하는 방법</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">주동토압</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">수동토압</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">정지토압</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">구조안전의 확인대상 및 관계전문기술자와의 협력대상</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">보가 없는 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">2</span><span style="font-size: 10pt;">방향 슬라브에서 중간모멘트 골조를 적용하기 위한 요구사항</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">대체하중경로법</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">변위의존형 제진장치 및 속도의존형 제진장치의 종류</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">밀폐형건축물 주골조용 설계풍압의 구성변수</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">등가정적해석법의 밑면전단력 산정 및 지진력의 수직분포방법</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">가스트계수 산정시 분류하는 강체구조물의 정의</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">매입형 합성기둥에 가해진 축방향 하중은 강재와 콘크리트 사이에 어떤 조건으로 전달</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">풍하중에 의한 고층건물의 사용성</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">(</span><span style="font-size: 10pt;">거주성능</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">)</span><span style="font-size: 10pt;">평가방법 및 평가기준</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">PHC</span></span><span style="font-size: 10pt;">말뚝의 허용응력 저감요인</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">평지붕 적설하중을 산정하기 위한 계수</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">물리적 탐사법을 이용하여 전단파속도를 측정할 경우 현장시험법 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">3</span><span style="font-size: 10pt;">가지</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">막구조 접합방식 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">4</span><span style="font-size: 10pt;">가지</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">제진장치의 종류 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">4</span><span style="font-size: 10pt;">가지</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">특별풍하중 적용 조건중에서 풍진동의 영향을 고려해야 할 건축물</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">활하중저감계수 및 영향면적</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">책임구조기술자가 수행해야 하는 업무</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">지진력 저항시스템에서 이중골조시스템과 전단벽</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">-</span><span style="font-size: 10pt;">골조상호작용시스템의 차이점</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">표준관입시험 분석결과를 토대로 기초설계시 고려해야 할 사항</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">, Mayerhof</span><span style="font-size: 10pt;">제안식</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">Pile</span></span><span style="font-size: 10pt;">지지력 판정법을 위한 항복하중</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">극한하중</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">, </span><span style="font-size: 10pt;">전 침하량기준</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">지붕에 작용하는 하중조합의 기본식</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">강체구조물과 유연구조물의 분류기준 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">/ </span><span style="font-size: 10pt;">철골조건물과 </span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">RC</span><span style="font-size: 10pt;">조건물에 대한 강체구조물의 높이 한계 제시</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">지진 시 건축물의 초과강도와 원인</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">평면비정형성의 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">5</span><span style="font-size: 10pt;">가지 유형</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">지진에너지 방출량비교반응수정계수의 동역학적 의미</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">지하구조물의 내진해석방법</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">지붕활하중의 정의와 특성</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">지진력저항시스템 중 이중골조시스템의 요구조건 </span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">초고층 건물의 구조형식 산정시 고려해야 할 요소</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">(</span><span style="font-size: 10pt;">사용성</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">경제성</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">안정성</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">서비스성</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">)</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">연약지반의 문제점과 연약지반을 이용하기 위한 설계 및 시공과정</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">토질의 액상화현상</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">횡력에 의한 양력이 자중에 의한 저항력보다 큰 경우 양력에 저항하는 구조시스템</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">매트릭스 구조해석에서의 응력법 풀이과정</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">비부착형태의 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">Post Tension</span><span style="font-size: 10pt;">공법을 초고층 복합건물 바닥구조설계에 적용시 유의사항 </span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">비정형건축물의 특성</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">연속보의 장점</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">이종기초 형식의 조합내용</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">엔지니어링사업대가 기준에서 공사비요율에 의한 방식에 적용하는 기본설계</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">실시설계 및 공사감리의 업무범위</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">OPNG, LP,HP, SYM, STIR, UNO,UON</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">안정계수 산정을 위한 베타지수</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">비틀림강도 산정시 적용하는 입체트러스모델</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">축력이 단면중심에 작용하지 않는 경우 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">warping</span><span style="font-size: 10pt;">과 관련하여 개방형 박판구조의 </span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">Bimoment</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">TMD</span></span><span style="font-size: 10pt;">와 </span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">TLD </span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">구조해석 수행 시 해를 구하기 위한 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">3</span><span style="font-size: 10pt;">가지 요건</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">등가계수이론</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">접선계수이론</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">쉔리이론</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">내진설계기준에서 밑면전단력 산정식</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">(</span><span style="font-size: 10pt;">등가정적법</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">)</span><span style="font-size: 10pt;">의 지진응답계수를 결정하는 변수</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">Pushover </span></span><span style="font-size: 10pt;">해석법</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">모드해석법의 특징</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">수평하중 저항골조시스템 </span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">풍동실험용 모델의 세 가지 기본유형</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">메가구조</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">평지붕 적설하중 산정식</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">평면이 사각형인 고층건축물은 풍방향변위보다 풍직각방향 변위가 커지는 경우 그 이유</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">초고층 건물의 수직부재에 발생하는 부등축소의 원인</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">시가지 및 고층건축물 주변에서 풍속이 증가하는 문제</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">구조설계도서에 지정한 금속재의 시험방법</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">목구조에서 토대의 설계요구사항</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">아웃리거시스템의 부등변위 수직레벨조절장치</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">비틀림 비정형 건물에서의 비틀림증폭계수</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">쓰촨성 지진피해중 중</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">저층 건물의 지진피해가 많이 발생한 원인</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">고력볼트 접합 파괴형상 </span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">특별지진하중 및 산정식</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">면진건축의 장점</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">기초침하 및 침하량의 종류</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">직사각형 단면의 형상비</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">구조물의 진동응답이 구조물의 사용성 한계상태에 영향을 미치는 경우</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">내진설계시 횡력저항구조 계획에서의 유의점</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">건물 기초구조 설계시 고려사항</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">BIM</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">수직비정형과 수평비정형</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">지반의 액상화현상 및 평가방법</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">인성</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">(</span><span style="font-size: 10pt;">터프니스</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">)</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">Gregely-Lutz</span></span><span style="font-size: 10pt;">방정식</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">기초에서 압축을 받는 다우얼철근의 기초내 정착길이 및 기둥속 겹침이음길이</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">굴토공사시 사용되는 가설복공의 철골기둥으로 인하여 본 구조체의 슬라브가 관통되는 경우 </span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">인접한 기초 저면깊이가 상이하여 지압력의 간섭이 우려되는 경우 시공상 가능한 조치사항</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">평판재하시험결과 기초지지력을 결정시 고려해야 할 사항</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">풍직각방향 진동</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">합성기둥에서 매입형과 충전형 합성기둥의 공통적 구조제한 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">4</span><span style="font-size: 10pt;">가지</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">활하중의 저감규정 적용시 영향면적에 따른 저감</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">골조와 전단벽구조의 수평력의 상호작용 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">/ </span><span style="font-size: 10pt;">전단변형과 휨변형의 상호작용</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">강도설계법 및 강구조 한계상태설계법의 하중조합에서 횡력과 고정하중이 조합될 때 고정하중계수를 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">0.9</span><span style="font-size: 10pt;">로 정한 이유</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">눈의 퇴적량에 의한 추가하중</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">계단의 배근도</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">벽보</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">(Wall Girder)</span><span style="font-size: 10pt;">의 설치 이유</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">확인</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">검토</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">지시</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">승인의 차이점</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">지반조사보고서상의 붕적토의 특성과 구조설계시 유의사항</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">교량설계</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">3</span><span style="font-size: 10pt;">등교에 해당하는 트럭을 기준으로 옥외주차장의 등분포하중</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">사질토지반과 점성토지반의 특성</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">주강제품을 건축물 주요구조부에 적용시 거쳐야 하는 절차</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">풍직각방향 진동 또는 비틀림진동에 유의하는 경우 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">/ </span><span style="font-size: 10pt;">와류진동 또는 공기력 불안정진동에 유의하는 경우</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">경량충격음과 중량충격음</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">가설흙막이 구조</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">면진구조에서 활용되는 마찰진자베어링</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">(FPB)</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[if !supportEmptyParas]--></span><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[endif]--></span><span style="font-size: 10pt;"> </span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-weight: bold; font-size: 12pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size:12pt;">철근콘크리트</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">콘크리트 타설후 수화열에 의한 균열발생과 외부구속조건에 의한 응력변형도</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">콘크리트 탄성계수 산정법</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철근콘크리트 구조물이 화재발생시 화재의 온도에 따른 콘크리트의 변색</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">균열과 파괴과정</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">, </span><span style="font-size: 10pt;">콘크리트의 구조적 성질변화</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">Precooling</span></span><span style="font-size: 10pt;">의 정의 및 필요성</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철근콘크리트보의 모멘트 재분배 이유</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">, </span><span style="font-size: 10pt;">그 정도를 결정하는 주요 변수</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철근콘크리트 라멘구조 설계시 설계순서 및 절차 </span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">특수철근콘크리트 구조벽체의 단부에 설치하는 특수경계요소 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">/ </span><span style="font-size: 10pt;">특수경계요소의 필요여부 평가방법</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">순환골재의 사용법 및 적용범위</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">, </span><span style="font-size: 10pt;">치환량 </span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">(</span><span style="font-size: 10pt;">설계기준압축강도에 따른</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">)</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">거푸집 및 동바리 구조계산에 적용해야 하는 연직하중</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">수평하중값</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">화재가 발생한 철근콘크리트 건물을 안전진단할 경우 구조물의 안전성을 파악하는 조사법</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">인장지배단면과 압축지배단면</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">내진갈고리의 형상과 용도</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">인장철근 및 압축철근의 겹침이음길이</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">휨균열을 억제하기 위한 휨철근의 배근방법</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">고성능 콘크리트의 폭렬현상 발생원인과 영향인자</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">설계상 대책</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">압축지배단면</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">인장지배단면에 대한 개념을 최외단 인장철근의 순수인장변형률</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">고온에 노출된 보통콘크리트의 노출온도크기에 따른 응력</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">-</span><span style="font-size: 10pt;">변형도 곡선의 변화특성을 화해에 노출되지 않은 상온의 콘크리트 응력</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">-</span><span style="font-size: 10pt;">변형도 곡선과 비교하여 도시</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">콘크리트와 강재의 고강도화에 따른 구조물 사용상의 문제점</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">단순 철근콘크리트보의 전단경간에 대한 유효깊이의 비의 변화에 따른 파괴양상</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">콘크리트의 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">3</span><span style="font-size: 10pt;">가지 인장강도시험법</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">콘크리트구조부재를 해석할 때 내진설계시 특별히 고려해야 할 사항 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">3</span><span style="font-size: 10pt;">개 이상</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">1</span></span><span style="font-size: 10pt;">방향 슬라브 설계시 실용해법 적용 </span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">5</span><span style="font-size: 10pt;">가지 제한사항</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">고강도콘크리트의 폭발성 폭렬발생기구</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">무량판구조 설계를 위한 슬라브설계법 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">4</span><span style="font-size: 10pt;">가지</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">3</span></span><span style="font-size: 10pt;">힌지 철근콘크리트 아치 설계시 중앙힌지부의 배근상세</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">플랫슬래브 주열대 및 주간대의 내진을 고려한 배근상세</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">전단과 비틀림이 동시에 작용하는 철근콘크리트보의 최소스터럽량</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">최소철근량</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철근콘크리트 플랫슬래브에서 양방향 주열대가 겹치는 부분과 한 방향 주열대와 직각방향 중간대가 겹치는 부분의 개구부에 대한 각각의 규정을 설명 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">/ </span><span style="font-size: 10pt;">개구부로 인하여 감소된 철근량에 대한 조치사항</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철근콘크리트 휨재의 최소철근량과 최대철근량을 규정한 이유</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철근콘크리트 중간모멘트골조와 보통모멘트골조의 차이</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">기둥과 보의 콘크리트강도가 서로 다를 경우 강도차가 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">1.4</span><span style="font-size: 10pt;">배를 초과하는 콘크리트 타설시 조치방법</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">다발철근 사용시 규정</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">콘크리트 설계기준강도 및 일반콘크리트배합강도</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철근콘크리트 브라켓과 내민받침의 주철근 정착상세</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">표준 갈고리의 구부림 내면 반지름</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">연속휨부재의 부휨모멘트 재분배현상 및 설계규정</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">포스트텐션의 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">2</span><span style="font-size: 10pt;">가지 방식의 장단점</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">슬라브나 작은보의 하중의 영향으로 테두리보에 작용하는 비틀림모멘트를 저감방안</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철골구조</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">철근콘크리트 구조물의 연직하중에 대한 처짐제한</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">기둥과 바닥판구조의 콘크리트 강도가 다르게 시공될 경우 검토해야 할 사항</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">스트럿타이의 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">B</span><span style="font-size: 10pt;">영역과 </span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">D</span><span style="font-size: 10pt;">영역</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">콘크리트 단면의 완전균열등급</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철근콘크리트보의 전단강도 산정시 스터럽이 부담하는 전단강도의 상한치를 두는 이유</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철근콘크리트구조에서 연속보의 모멘트 재분배의 개념</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철근콘크리트조 휨부재에서 단면크기가 달라지는 부분 또는 굴절부에서 철근배근에 대한 사항</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[if !supportEmptyParas]--></span><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[endif]--></span><span style="font-size: 10pt;"> </span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-weight: bold; font-size: 12pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size:12pt;">철골구조</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">합성보의 정의</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">용접시 예열하는 이유</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">콤팩트단면</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">비콤팩트단면</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철골조 이음에서 마찰접합과 지압접합의 설계순서 및 검토방법의 차이점</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">구조용 강재종별 표기법 및 기호의 의미</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">용접과 볼트 병용규정 및 내진설계시 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">H</span><span style="font-size: 10pt;">형강 기둥</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">-</span><span style="font-size: 10pt;">보 접합부에 가새가 접합되는 경우 바람직한 상세</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">용접결함 및 원인</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">존재응력설계법과 전강도설계법</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">50</span></span><span style="font-size: 10pt;">층 정도의 철골구조물의 횡력저항시스템 </span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">4</span><span style="font-size: 10pt;">가지 및 도식</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">콤팩트</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">비콤팩트</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">세장판요소단면의 정의</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">강구조 모멘트골조가 지진하중에 저항시 소성힌지가 발생할 가능성이 있는 영역과 속성 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">/ </span><span style="font-size: 10pt;">구조물의 내진설계 관점에서 어떤 순서로 소성힌지 발생영역을 유도하는 것이 바람직한지 기술</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">스티프너의 종류와 역할</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">횡구속골조와 비횡구속골조 판단방법</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철골조 기둥</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">-</span><span style="font-size: 10pt;">보 접합부에 보가 기둥에 </span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">Pin</span><span style="font-size: 10pt;">접합되고 </span><span style="letter-spacing: 0pt; font-size: 10pt;">ㄱ</span><span style="font-size: 10pt;">형강을 사용한 </span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">Wall Brace</span><span style="font-size: 10pt;">가 설치되는 경우 접합부 상세</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">엔드탭과 뒷댐재 조립시 주의사항 및 그림설명</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">SN,SHN</span></span><span style="font-size: 10pt;">강재와 일반구조용강의 차이점 </span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">강구조물의 사용성검토가 요구되는 일반적 구조거동 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">3</span><span style="font-size: 10pt;">가지</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철골접합부의 블록전단파괴강도를 구하는 식 및 그 양상</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">강구조 인장접합부의 유효순단면적 </span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">건축구조용 강재의 용접성을 나타내는 지표</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">강재의 온도변화에 따른 인장강도와 항복강도</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">보와 철골기둥</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">, </span><span style="font-size: 10pt;">보와 콘크리트 전단벽의 전단접합사례</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">탄소강과 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">TMCP</span><span style="font-size: 10pt;">강의 특성 및 구조설계시 고려사항</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">강구조한계상태 설계법의 하중조합</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">연성강재요소와 취성강재요소</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">용접예열의 목적</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">철골기둥의 위치선정시 유의사항 및 관통부에 대한 추후보완방안</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">리모델링의 개념</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">(</span><span style="font-size: 10pt;">도표사용</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">)</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">H</span></span><span style="font-size: 10pt;">형강의 기둥</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">보에서 판폭두께비가 부족한 경우의 거동 스케치 </span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">/ </span><span style="font-size: 10pt;">플랜지 및 웨브의 보강방법 </span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">3</span></span><span style="font-size: 10pt;">가지 스케치</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">블록전단파괴</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">데크플레이트의 리브방향이 강재보와 직각인 합성보에서 스터드커넥터의 공칭강도를 결정하는 모든 요소들</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">콤팩트 단면보와 비콤팩트 단면보</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">, H</span><span style="font-size: 10pt;">형강보의 허용휨응력도가 콤팩트단면인 경우 강축휨에 대하여 </span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">0.66Fy, </span><span style="font-size: 10pt;">약축휨에 대하여 </span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">0.75Fy</span><span style="font-size: 10pt;">인 이유</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">강구조 한계상태 설계법에서 풍하중이 포함된 하중조합 </span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">3</span><span style="font-size: 10pt;">개</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">SM490B, TMC, SN490C</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-family: 함초롬바탕; letter-spacing: 0pt; background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">PEB</span></span><span style="font-size: 10pt;">의 장단점</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">강축에 대해 휨을 받는 압연</span></span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">H</span><span style="font-size: 10pt;">형강보의 횡좌굴강도를 결정하는 재료특성</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">단면특성</span><span style="font-family: 함초롬바탕; letter-spacing: 0pt; font-size: 10pt;">,</span><span style="font-size: 10pt;">구조특성</span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">불완전합성보를 적용하는 이유</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">강재심부를 나선철근으로 보강한 합성부재의 강도</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;">고장력볼트의 장력도입을 위한 조임방법과 검사</span></span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[if !supportEmptyParas]--></span><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[endif]--></span><span style="font-size: 10pt;"> </span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[if !supportEmptyParas]--></span><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[endif]--></span><span style="font-size: 10pt;"> </span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[if !supportEmptyParas]--></span><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[endif]--></span><span style="font-size: 10pt;"> </span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[if !supportEmptyParas]--></span><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[endif]--></span><span style="font-size: 10pt;"> </span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[if !supportEmptyParas]--></span><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[endif]--></span><span style="font-size: 10pt;"> </span></p><p class="0" style="background-position: initial initial; background-repeat: initial initial;"><span style="font-size: 10pt;"> </span><span style="font-size: 10pt;"><!--[if !supportEmptyParas]--></span><span style="font-size: 10pt;"> </span><!--[endif]--> </p>
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카페 게시글
검색이 허용된 게시물입니다.
건축구조기술사
서술형 기출문제 단원별 분류
다음검색
첫댓글 와 감사합니다 시험전에 한번끽 체크하고 가야겠네요
회원 여러분들을 위해 헌신 좀 했습니다.^^a..
고생하셨네요..
1교시에 풀이 문제가 두세개 포함되어야 마음이 좀 낫죠,,
고생하셨네요 ㅎㅎ.
대단하십니다. 많은 도움 받게 되네요
좋은정보 감사합니다.
좋은정보 감사합니다. 잘쓰겠습니다.
좋은글 감사감사 합니다.
공부하는데 도움이 많이 되겠습니다.
감사합니다.~^^
좋은 정보 감사합니다
좋은정보 감사합니다
좋은 정보 감사드립니다! ^^
잘보겠습니다. 공부열심히 할게요
좋은 정보 감사합니다
감사합니다
감사합니다~
하지만 한숨이 휴~~
와우... 대박입니다.. 수고하셨어요..감사합니다.
서술형이 정말 대책 없이 느껴졌었는데 시간내서 정리해주셔서 감사합니다.
잘 보겠습니다. 감사합니다~.
감사합니다!!