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<p style="text-align: justify;">건축사자격시험 3교시 구조 암기사항 <br><br>#철근 콘크리트조 RC <br><br>* 보 <br>- 철근콘크리트 보의 스팬은 5~10m로 계획 <br>- 보의 유효춤 D=L/14<< <br> . 참고기준) 단순지지의 경우 L/16정도 <br><br>* 바닥판 <br>- T= L/28<< <br>- 1방향 슬래브로 계획 <br>- 2방향 슬래브의 바닥면적은 30㎡ 이하 <br></p><div class="figure-img" data-ke-type="image" data-ke-style="alignCenter" data-ke-mobilestyle="widthOrigin"><img src="https://t1.daumcdn.net/cafeattach/e9jA/6ce2d9396e5252055526ecadf38769d2534fb5e7" class="txc-image" data-img-src="https://t1.daumcdn.net/cafeattach/e9jA/6ce2d9396e5252055526ecadf38769d2534fb5e7" data-origin-width="4000" data-origin-height="2252"></div><div class="figure-img" data-ke-type="image" data-ke-style="alignCenter" data-ke-mobilestyle="widthOrigin"><img src="https://t1.daumcdn.net/cafeattach/e9jA/65d88e7cb311da78f16edeb25a83d0191cd9f8c3" class="txc-image" data-img-src="https://t1.daumcdn.net/cafeattach/e9jA/65d88e7cb311da78f16edeb25a83d0191cd9f8c3" data-origin-width="4000" data-origin-height="2252"></div><p style="text-align: left;"><br>#철골조 St <br>*보 <br>- 철골 보 H형강의 춤D=L/20<< <br> . 참고기준)  l/18~l/20 정도 <br>- L=10m초과: 좌굴부재 ,L=18m초과: 좌굴방지보<< <br><br>*기둥 <br>- 철골기둥은 강축 및 약축을 고려하여 배치 <br>- H형강의 경우 시공성을 고려하여 플랜지면이 가급적 건물외측에 면하게 배치 <br>- 철근콘크리구조와 철골구조의 접합부분에는 합성기둥으로 계획 <br><br>*가새 <br>- 수평가새: 철골조의 콘크리트 슬래브가 없는 경우 Guider연결 <br>- 수직가새: 벽체의 모서리 부분 배치, RC와 만나는 곳 제외.</p>
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건축사 자격시험_3교시
건축사자격시험 3교시 구조 암기사항
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24.07.27 16:24
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