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숏크리트에 대한 입력
STRUT 1 1 0.01348 1.35 1.35 0 0 0 0
2 3 0.01348 1.35 1.35 0 0 0 0
3 5 0.01348 1.35 1.35 0 0 0 0
4 7 0.01348 1.35 1.35 0 0 0 0
5 9 0.01348 1.35 1.35 0 0 0 0
6 11 0.01348 1.35 1.35 0 0 0 0
7 13 0.01348 1.35 1.35 0 0 0 0
8 15 0.01348 1.35 1.35 0 0 0 0
9 16.5 0.01348 1.35 1.35 0 0 0 0
ANCHOR 1 18 0.0005067 0 3 1.382 0 0 0
2 19.5 0.0005067 0 3 1.382 0 0 0
3 21 0.0005067 0 3 1.382 0 0 0
4 22.5 0.0005067 0 3 1.382 0 0 0
5 24 0.0005067 0 3 1.382 0 0 0
6 25.5 0.0005067 0 3 1.382 0 0 0
7 32.5 0.0005067 0 3 1.382 0 0 0
8 34 0.0005067 0 3 1.382 0 0 0
Division 0.2
Solution 0
Output 0
STEP 1 EXCAVATION TO 1.5
OUTPUT 0
INTERATION 20 0.1
RANKINE 1 0 50
SURCHARGE 1.00
waterpressure 1.0 0.0 16.3 15.3 35.8 0.0
EXCA 1.5
STEP 2 STRUT 1 AND EXCAVATION TO 3.5
CONST STRUT 1
EXCA 3.5
STEP 3 STRUT 2 AND EXCAVATION TO 5.5
CONST STRUT 2
EXCA 5.5
STEP 4 STRUT 3 AND EXCAVATION TO 7.5
CONST STRUT 3
EXCA 7.5
STEP 5 STRUT 4 AND EXCAVATION TO 9.5
CONST STRUT 4
EXCA 9.5
STEP 6 STRUT 5 AND EXCAVATION TO 11.5
CONST STRUT 5
EXCA 11.5
STEP 7 STRUT 6 AND EXCAVATION TO 13.5
CONST STRUT 6
EXCA 13.5
STEP 8 STRUT 7 AND EXCAVATION TO 15.5
CONST STRUT 7
EXCA 15.5
STEP 9 STRUT 8 AND EXCAVATION TO 17.0
CONST STRUT 8
EXCA 17.0
STEP 10 STRUT 9 AND EXCAVATION TO 18.5
CONST STRUT 9
EXCA 18.5
STEP 11 ROCK BOLT 1 AND EXCAVATION TO 20.0
CONST ANCHOR 1
EXCA 20.0
STEP 12 ROCK BOLT 2 AND EXCAVATION TO 21.5
CONST ANCHOR 2
EXCA 21.5
STEP 13 ROCK BOLT 3 AND EXCAVATION TO 23.0
CONST ANCHOR 3
EXCA 23.0
STEP 14 ROCK BOLT 4 AND EXCAVATION TO 24.5
CONST ANCHOR 4
EXCA 24.5
STEP 15 ROCK BOLT 5 AND EXCAVATION TO 26.0
CONST ANCHOR 5
EXCA 26.0
STEP 16 STRUT 6 AND EXCAVATION TO 27.5
CONST STRUT 6
EXCA 27.5
STEP 17 EXCAVATION TO 33.0
EXCA 33.0
STEP 18 STRUT 7 AND EXCAVATION TO 34.5
CONST STRUT 7
EXCA 34.5
STEP 19 STRUT 8 AND EXCAVATION TO 35.8
CONST STRUT 8
EXCA 35.8
INSERTION CHECK
END
합성단면 대신 H-PILE 에 대한 값만 입력하여 다음과 같이 계산해도
괜찮을지요
VWALL 2 17.8 0.01348 0.000215 21000000. 1.35 0.915 0.305
3 35.8 0.15 0.001875 2320000 1.0 1.0
그리고 첨부도면을 보면 아시겠지만 암층에 지반보강을 하여 별도의 가시설(락볼트)없이 설계하려고 할때 sunex상에서 지반보강효과를 반영할 수 있는 방법이 있는지 알고 싶습니다.
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