수고하십니다~

anchor 해체 검토시 모멘트와 전단력 값이 크게나오는 값이 있는데 최대 모멘

트와 전단력에 대한 어떤값을 적용해야 적절한지요? 또한 해체검토시 모멘트

와 축력을 줄일수 있는 수정 방법은? (slab를 추가하는것과 벽체두께를 조절

해서 맞추는 방법은 제외하고...)

그리고 매뉴얼상에 있는 예제로 실행을 해봤는데 계산값이 많이 틀립니다.

w5.4버젼을 쓰고 있습니다. w5.3과 큰차이가 없을텐데 설명 좀 부탁드립니다.


PROJECT test

SOIL 1 매립층
1.7 0.8 0 25 1700 0 0 0
2 퇴적층
1.7 0.8 0 26 1700 0 0 0
3 풍화암
1.9 1 4 35 4500 0 0 0
4 연암층
2 1.1 6 40 6000 0 0 0

PROFILE 1 5.5 1 1
2 13.2 2 2
3 14 3 3
4 21 4 4

VWALL 1 15 0.12566 1.25664E-03 2100000 1 1 0 0
2 19.7 0.008336 0.000133 2100000 1.6 0.6 0 0


ANCHOR 1 1 0.0003948 30 10 1.6 20 0 0
2 3.2 0.0003948 30 9 1.6 30 0 0
3 5.4 0.0003948 30 8 1.6 30 0 0
4 7.8 0.0003948 30 7 1.6 30 0 0
5 10.2 0.0003948 30 6 1.6 30 0 0
6 12.6 0.0003948 30 5 1.6 30 0 0
7 15 0.0003948 30 4 1.6 30 0 0

SLAB 1 17.7 0.2 10 0
2 16.4 0.2 10 0
3 13.5 0.2 10 0
4 8.9 0.2 10 0
5 6.4 0.2 10 0
6 4.4 0.2 10 0
7 0 0.2 10 0

WALL 1 16.4 17.7 0.4 0
2 13.5 16.4 0.4 0
3 8.9 13.5 0.4 0
4 6.4 8.9 0.4 0
5 4.4 6.4 0.4 0
6 0 4.4 0.4 0

Division 0.2
Solution 0
Output 1

STEP 1 EXCAVATION TO 1.5
GWL 2.0
RANKINE 1.0 0.0 50
SURCHARGE 1.5
EXCA 1.5

STEP 2 ANCHOR 1 AND EXCAVATION TO 3.7
CONST ANCHOR 1
GWL 2.7
EXCA 3.7

STEP 3 ANCHOR 2 AND EXCAVATION TO 5.9
CONST ANCHOR 2
GWL 4.9
EXCA 5.9

STEP 4 ANCHOR 3 AND EXCAVATION TO 8.3
CONST ANCHOR 3
GWL 7.3
EXCA 8.3

STEP 5 ANCHOR 4 AND EXCAVATION TO 10.7
CONST ANCHOR 4
GWL 9.7
EXCA 10.7

STEP 6 ANCHOR 5 AND EXCAVATION TO 13.1
CONST ANCHOR 5
GWL 12.1
EXCA 13.1

STEP 7 ANCHOR 6 AND EXCAVATION TO 15.5
CONST ANCHOR 6
GWL 14.5
EXCA 15.5

STEP 8 ANCHOR 7 AND EXCAVATION TO 17.7
CONST ANCHOR 7
GWL 16.7
EXCA 17.7
GROUND SETTLEMENT
DEPTH CHECK

STEP 9 SLAB 1.2 AND WALL 1 AND ANCHOR 7
CONST SLAB 1
CONST WALL 1
CONST SLAB 2
REMOVE ANCHOR 7

STEP 10 WALL 2 AND SLAB 3 AND ANCHOR 6.5
CONST WALL 2
CONST SLAB 3
REMOVE ANCHOR 6
REMOVE ANCHOR 5

STEP 11 WALL 3 AND SLAB 4 AND ANCHOR 4
CONST WALL 3
CONST SLAB 4
REMOVE ANCHOR 4

STEP 12 WALL 4 AND SLAB 5 AND ANCHOR 3
CONST WALL 4
CONST SLAB 5
REMOVE ANCHOR 3

STEP 13 WALL 5 AND SLAB 6 AND ANCHOR 2.1
CONST WALL 5
CONST SLAB 6
REMOVE ANCHOR 2
REMOVE ANCHOR 1

STEP 14 WALL 6 AND SLAB 7
CONST WALL 6
CONST SLAB 7

END