대우건설 2005-560
에러화면에서 실행하는 동안만 에러가 뜨고 최종화면에는 에러가 뜨지 않습니다 어떻케 처리해야 할지......

PROJECT Type-1

SOIL 1 매립토
3.2 1.8 0.9 0.0 30 1920
2 충적토(ML)
5.9 1.7 0.8 1.5 25 1790
3 충적토(SM)
8.7 1.8 0.9 0.0 33 2400
4 풍화토
10.3 2.0 1.1 1.5 33 4090
5 풍화암
11.8 2.1 1.2 3.0 33 8600
6 연암
14.2 2.3 1.4 5.0 35 28800
7 경암
30.0 2.6 1.7 20.0 40 83000

VWALL 1 27.7 0.01348 0.000215 21000000 1.52 0.915 0.305

STRUT 1 0.90 0.02355 14.3 2.0 0.0
2 2.40 0.01348 14.3 2.8 0.0
3 4.90 0.01348 14.3 2.8 0.0
4 7.90 0.01348 14.3 2.8 0.0
5 9.70 0.01348 14.3 2.8 0.0
6 13.3 0.01348 14.3 2.8 0.0
7 14.6 0.01348 14.3 2.8 0.0

anchor 1 17.1 0.0012848 0.0 4.0 1.5 0
2 19.6 0.0012848 0.0 4.0 1.5 0
3 22.1 0.0012848 0.0 4.0 1.5 0
4 24.6 0.0012848 0.0 4.0 1.5 0

division 0.2

STEP 1 excavation to 1.4
iteration 20 0.01
rankine 1.0 0.0
surcharge 1.4
Load 26.7 10.1 9.0 76.4 9.0
gwl 10.6 10.6 1.0
excavation 1.4

STEP 2 strut 1 & exca 2.9
const strut 1
excavation 2.9

STEP 3 strut 2 & exca 5.4
const strut 2
exca 5.4

STEP 4 strut 3 & exca 8.40
const strut 3
exca 8.4

STEP 5 strut 4 & exca 10.2
const strut 4
exca 10.2

STEP 6 strut 5 & exca 13.80
water pressure 10.6 0.0 11.6 1.0 11.8 0.0
const strut 5
exca 13.8

STEP 7 strut 6 & exca 15.1
const strut 6
exca 15.1

STEP 8 strut 7 & exca 17.6
const strut 7
exca 17.6

STEP 9 anchor 1 & exca 20.1
const anchor 1
exca 20.1

STEP 10 anchor 2 & exca 22.6
const anchor 2
exca 22.6

STEP 11 anchor 3 & exca 25.1
const anchor 3
exca 25.1

STEP 12 anchor 4 & exca 26.2
const anchor 4
exca 26.2
ground settlement
insertion check

STEP 13 Peck check
Peck 0.65 0.0 0.55 20.8
end