데이타 체크부탁합니다...디자인이 실행이 안돼요 상록 2000-360
2006-03-31
PROJECT TYPE-1
SOIL 1 모래층(sand) 하BH-11
1.8 0.8 0 24 2500 0 0 0
2 모래층(sand)
1.9 0.9 0 25 2550 0 0 0
3 풍화토층(weathered soil)
1.9 0.9 2 29 3000 0 0 0
4 풍화암(wethered rock)
1.9 0.9 3 35 3500 0 0 0
PROFILE 1 2.3 1 1
2 5.9 2 2
3 8.7 3 3
4 19 4 4
VWALL 1 13 0.0191 0.000226 2.1E+07 0.4 1 1 0
STRUT 1 0.5 0.01108 5 2.5 10 0 0 0
2 2.5 0.01108 5 2.5 10 0 0 0
ANCHOR 1 4.5 0.0003948 30 6.5 2.5 30 0 0
2 6.5 0.0003948 30 6.5 2.5 30 0 0
Division 0.2
Solution 0
Output 1
STEP 1 EXCAVATION TO 1.0
OUTPUT 0
ITERATION 10 0.1
WATE PRESSURE 2.0 0 12.5 3.5 20.4 0.0
RANKINE 1.0 0.0 30
SURCHARGE 2.0
EXCAVATION 1.0
STEP 2 CONST STRUT 1
CONST STRUT 1
STEP 3 EXCAVATION 3.0
EXCAVATION 3.0
STEP 4 CONST STRUT 2
CONST STRUT 2
STEP 5 EXCAVATION 5.0
EXCAVATION 5.0
STEP 6 CONST ANCHOR 1
CONST ANCHOR 1
STEP 7 EXCAVATION 7.0
EXCAVATION 7.0
STEP 8 CONST ANCHOR 2
CONST ANCHOR 2
STEP 9 EXCAVATION 8.35
EXCAVATION 8.35
GROUND SETTLEMENT
INSERTION CHECK
DESIGN
SHEET 0 13
SPFAC
SPSIZE SPIIIA-400x150x13.0 0.00151 97.5
SPOPTION 1.5 1800 1000 1 1
DSTRUT 2.5
STFAC
STSIZE H-298x299x9x14 0.000188 0.00127 13 7.51
STOPTION 1.5 0.5 5 5
STCORNER 0 0 0 0 900 3.801 6
DANCHOR 4.5
ANFAC
ANSIZE Strand-4xD12.7 0.0003948 190 160
ANTAU 1 2 2 2.5 3 5 4 7
ANOPTION 6.5 6.5 120 33 1.5 1 0 0
DANCHOR 6.5
ANFAC
ANSIZE Strand-4xD12.7 0.0003948 190 160
ANTAU 1 2 2 2.5 3 5 4 7
ANOPTION 6.5 6.5 120 33 1.5 1 0 0
DWALE 6.5
WASIZE H-298x299x9x14 0.01108 0.000188 0.00127
WAOPTION 1.5 1 0.4
END