diff --git a/A05_EduDetail/guide/E03/01_해석_돌리기.md b/A05_EduDetail/guide/E03/01_해석_돌리기.md index 7c18bd886..9ffa7d3d8 100644 --- a/A05_EduDetail/guide/E03/01_해석_돌리기.md +++ b/A05_EduDetail/guide/E03/01_해석_돌리기.md @@ -6,7 +6,13 @@ - 2D 해석 화면 왼쪽 아래 [해석] 단추. -![해석 단추를 누른 모습](E03_01_analyze_fresh.webp) +![왼쪽 아래 단추 줄](E03_01_analyze_fresh.webp) + +| 번호 | 단추 | 하는 일 | +| --- | --- | --- | +| 1 | [대표 단면 저장] | 별(★)을 붙인 측점을 보고서용 대표 단면으로 저장 — [대표 단면과 3D 보기](08_대표_단면과_3D_보기) | +| 2 | [3D 보기] | 노선을 3D 로 보고 안전율 색을 확인 | +| 3 | [해석] | 모든 측점을 한꺼번에 계산 | ## 단계 @@ -19,7 +25,7 @@ ## 보이는 것 -- 입력이 같으면 위 그림처럼 「입력이 같아 다시 셀 것이 없습니다.」 알림만 뜸. +- 입력이 같으면 「입력이 같아 다시 셀 것이 없습니다.」 알림만 뜸. - 지반 조건을 바꾼 뒤에는 왼쪽에 「지반 조건이 바뀌었습니다 — [해석]을 다시 누르세요」가 뜨고, 다시 [해석]하면 바뀐 측점만 다시 계산함. - 아직 해석하지 않았으면 가운데에 「아직 해석하지 않았습니다 — [해석]을 누르세요.」가 보임. - 왼쪽 상태 글에 「해석 시각」이 적힘. diff --git a/A05_EduDetail/guide/E03/10_칸_뜻.md b/A05_EduDetail/guide/E03/10_칸_뜻.md index 7f7ba573c..1224d0226 100644 --- a/A05_EduDetail/guide/E03/10_칸_뜻.md +++ b/A05_EduDetail/guide/E03/10_칸_뜻.md @@ -12,6 +12,8 @@ ## 우측 결과 +![결과 영역](E03_07_kpi.webp) + | 칸 | 뜻 | | --- | --- | | 최소 안전율 | 고른 비탈 · 조건에서 Bishop 간편법으로 찾은 가장 낮은 안전율(소수 셋째 자리) | @@ -26,6 +28,8 @@ ## 절편표 +![절편표](E03_08_slice_table.webp) + 임계 활동면 위 흙을 세로로 나눈 조각(절편)마다 한 줄. 줄을 누르면 그 절편을 고름. | 칸 | 뜻 · 단위 | @@ -48,6 +52,8 @@ ## 보강 검토 — 비탈 완화 · 소단 가정 +![비탈 완화 · 소단 가정](E03_10_reinforce_slope.webp) + | 칸 | 뜻 | | --- | --- | | 비탈 | 가정을 넣을 비탈(좌 · 우 · 깎기 · 쌓기) | @@ -62,6 +68,8 @@ ## 보강 검토 — 벽 외적 안정 (KDS 11 80 05) +![벽 외적 안정](E03_11_reinforce_wall.webp) + | 칸 | 뜻 | | --- | --- | | 토압 | 벽 뒤 흙이 미는 힘 계산법 — Coulomb(기본) · Rankine | diff --git a/A05_EduDetail/guide/E03/E03_00_overview.webp b/A05_EduDetail/guide/E03/E03_00_overview.webp new file mode 100644 index 000000000..bb713cb8c Binary files /dev/null and b/A05_EduDetail/guide/E03/E03_00_overview.webp differ diff --git a/A05_EduDetail/guide/E03/E03_01_analyze_fresh.webp b/A05_EduDetail/guide/E03/E03_01_analyze_fresh.webp new file mode 100644 index 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