한라건설(95-1232) 박현순입니다.
가시설 해체시 설치되는 WALL 1 의 벽체끝단에서 모멘트가 상당히 커지는 문제입니다. 이 경우 부재가 충분히 안정하지 않을 것으로 생각됩니다.

1) 벽체 끝단에서 발생하는 모멘트나 전단력을 무시하는게 가능한지 검토 부탁드립니다.
2) 질문 및 답변 부분에 해체시 PECK 토압을 적용하라고 써 있던데 이것이 적정한지 답변 부탁드립니다.

PROJECT 111

SOIL 1 매립층(실트 섞인 모래)
1.8 0.9 0 28 2000 0 0 0
2 퇴적층(실트 섞인 모래)
1.8 0.9 0 30 3000 0 0 0
3 연 암
2.2 1.3 5 37 6000 0 0 0

PROFILE 1 5.8 1 1
2 13.4 2 2
3 20 3 3

VWALL 1 15.496 0.01108 0.000188 2.1E+07 1.6 0.9 0 0

STRUT 1 0.711 0.01108 6.7 2.5 5 0 0 0
2 2.711 0.01108 6.7 2.5 5 0 0 0
3 4.711 0.01108 6.7 2.5 5 0 0 0
4 6.411 0.01108 6.7 2.5 5 0 0 0
5 8.011 0.01108 6.7 2.5 5 0 0 0
6 9.611 0.01108 6.7 2.5 5 0 0 0

ANCHOR 1 11.511 0.0004935 30 5 1.6 40 0 0

SLAB 1 13.496 1.24 6.72 0
2 12.256 0.52 6.72 0
3 6.666 0.4 6.72 0
4 6.266 0.822 6.72 0

WALL 1 7.709 13.496 0.955 0
2 6.266 7.709 0.955 0

Division 0.2
Solution 0
Output 0

STEP 1 EXCAVATION TO 1.211
ITERATION 10 0.1
RANKINE 1.0 0.0 50
GWL 5.10
LOAD 0. 0. 1.5 30. 1.5
EXCAVATION 1.211

STEP 2 EXCAVATION TO 3.211 AND STRUT 1
CONST STRUT 1
EXCAVATION 3.211

STEP 3 EXCAVATION TO 5.211 AND STRUT 2
CONST STRUT 2
EXCAVATION 5.211

STEP 4 EXCAVATION TO 6.911 AND STRUT 3
CONST STRUT 3
EXCAVATION 6.911

STEP 5 EXCAVATION TO 8.511 AND STRUT 4
CONST STRUT 4
EXCAVATION 8.511

STEP 6 EXCAVATION TO 10.111 AND STRUT 5
CONST STRUT 5
EXCAVATION 10.111

STEP 7 EXCAVATION TO 11.811 AND STRUT 6
CONST STRUT 6
EXCAVATION 11.811

STEP 8 EXCAVATION TO 13.496 AND ANCHOR 1
CONST ANCHOR 1
EXCAVATION 13.496
INSERTION CHECK
GROUND SETTLEMENT

STEP 9 CONSTRUCTION SLAB 1 AND SLAB 2
CONST SLAB 1
CONST SLAB 2

STEP 10 REMOVE STRUT 6 AND STRUT 5
REMOVE STRUT 6
REMOVE STRUT 5

STEP 11 REMOVE ANCHOR 1
REMOVE ANCHOR 1

STEP 12 CONSTRUCTION WALL 1
CONST WALL 1

STEP 13 REMOVE STRUT 4 AND STRUT 3
REMOVE STRUT 4
REMOVE STRUT 3

STEP 14 CONSTRUCTION WALL 2
CONST WALL 2

STEP 15 CONSTRUCTION SLAB 3 AND SLAB 4
CONST SLAB 3
CONST SLAB 4

DESIGN

HPILE 0 15.496
HPFAC
HPSIZE H-298x299x9x14 0.00127
HPOPTION 1.35 2

DSTRUT 9.611
STFAC
STSIZE H-298x299x9x14 0.000188 0.00127 13 7.51
STOPTION 1.35 0.5 6.72 5.4
STCORNER 0 0 0 0 900 3.801 0

DANCHOR 11.511
ANFAC
ANSIZE Strand-5xD12.7 0.0004935 190 160
ANTAU 1 1 2 2.3 3 6
ANOPTION 5 4 100 40 1.5 1 1.5 0.3

DWALE 6.411
WASIZE H-298x299x9x14 0.01108 0.000188 0.00127
WAOPTION 1.35 1 2.5

DWALE 9.611
WASIZE 2H-298x299x9x14 0.02216 0.000376 0.00254
WAOPTION 1.35 1 2.5

DWALE 11.511
WASIZE 2H-250x250x9x14 0.018436 0.000216 0.001734
WAOPTION 1.35 1 1.6

TIMBER 0 13.496
TIOPTION 135 10.5 0.3 15


END