한라건설(95-1232) 박현순입니다.
입력한 물성치가 틀리진 않았는데 스텝 4번에서 입력치를 다시 입력하라는 메세지가 뜹니다.
여러번 검토를 해봤는데 이해가 안되네요.
검토 부탁드립니다.


SOIL 1 상부해성층
1.85 0.95 1.5 15 1130 0 0 0
2 하부해성층
1.9 1 3 20 2080 0 0 0
3 하부충적층
1.9 1 0 36 3710 0 0 0

PROFILE 1 9.00 1 1
2 13.69 2 2
3 21.81 3 3

VWALL 1 16.486 0.0191 0.000226 2.1E+07 1 1 0 0


ANCHOR 1 1 0.0003948 35 14 1.6 30 0 0
2 3.5 0.0003948 35 10 1.6 30 0 0
3 6 0.0003948 35 8 1.6 30 0 0
4 8.5 0.0005924 35 8 1.6 50 0 0



Division 0.4
Solution 0
Output 0

STEP 1 EXCAVATION TO 1.5
ITERATION 20 0.01
RANKINE 1.0 0.0
SURCHARGE 1.5
WATER-PRESSURE 0.0 0.0 1.0 1.0 16.486 0.0
EXCAVATION 1.5

STEP 2 ANCHOR 1 AND EXCAVATION TO 4.0
CONST ANCHOR 1
WATER-PRESSURE 0.0 0.0 3.5 3.5 16.486 0.0
EXCAVATION 4.0

STEP 3 ANCHOR 2 AND EXCAVATION TO 6.5
CONST ANCHOR 2
WATER-PRESSURE 0.0 0.0 6.0 6.0 16.486 0.0
EXCAVATION 6.5

STEP 4 ANCHOR 3 AND EXCAVATION TO 9.0
CONST ANCHOR 3
WATER-PRESSURE 0.0 0.0 8.5 8.5 16.486 0.0
EXCAVATION 9.0

STEP 5 ANCHOR 4 AND EXCAVATION TO 11.486
CONST ANCHOR 4
WATER-PRESSURE 0.0 0.0 10.986 10.986 16.486 0.0
EXCAVATION 11.486
INSERTION CHECK
GROUND SETTLEMENT CHECK

DESIGN

SHEET 0 16.486
SPFAC
SPSIZE SPIIIA-400x150x13.0 0.00151 97.5
SPOPTION 1.5 1440 1300 0.9 0.9

DANCHOR 1
ANFAC
ANSIZE Strand-4xD12.7 0.0003948 190 160
ANTAU 1 .4 2 1.8 3 2.3
ANOPTION 4 4 100 30 1.5 1 1.5 0.3

DANCHOR 3.5
ANFAC
ANSIZE Strand-4xD12.7 0.0003948 190 160
ANTAU 1 .4 2 1.8 3 2.3
ANOPTION 4 4 100 30 1.5 1 1.5 0.3

DANCHOR 6
ANFAC
ANSIZE Strand-4xD12.7 0.0003948 190 160
ANTAU 1 .4 2 1.8 3 2.3
ANOPTION 4 4 100 30 1.5 1 1.5 0.3

DANCHOR 8.5
ANFAC
ANSIZE Strand-6xD12.7 0.0005924 190 160
ANTAU 1 .4 2 1.8 3 2.3
ANOPTION 4 4 100 50 1.5 1 1.5 0.3


END