9

ÜÇGENDE ALAN 1 C A D C

ÜÇGENDE ALAN - FEHMİEKİCİ · AE ED IABI 6 cm PEI = 4 cm IECI = 7 cm ICDI = 3 cm Yukartdaki Aan(ABF) S, Alan(CDF) = S2 olduýuna göre, Sl — S2 farkl kaç cm2 dir? B) 14 C)

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Page 1: ÜÇGENDE ALAN - FEHMİEKİCİ · AE ED IABI 6 cm PEI = 4 cm IECI = 7 cm ICDI = 3 cm Yukartdaki Aan(ABF) S, Alan(CDF) = S2 olduýuna göre, Sl — S2 farkl kaç cm2 dir? B) 14 C)

ÜÇGENDE ALAN

1

C

A

D

C

Page 2: ÜÇGENDE ALAN - FEHMİEKİCİ · AE ED IABI 6 cm PEI = 4 cm IECI = 7 cm ICDI = 3 cm Yukartdaki Aan(ABF) S, Alan(CDF) = S2 olduýuna göre, Sl — S2 farkl kaç cm2 dir? B) 14 C)

ÜÇGENDE ALAN

2

D

B

A

C

Page 3: ÜÇGENDE ALAN - FEHMİEKİCİ · AE ED IABI 6 cm PEI = 4 cm IECI = 7 cm ICDI = 3 cm Yukartdaki Aan(ABF) S, Alan(CDF) = S2 olduýuna göre, Sl — S2 farkl kaç cm2 dir? B) 14 C)

ÜÇGENDE ALAN

3

A

B

A

D

Page 4: ÜÇGENDE ALAN - FEHMİEKİCİ · AE ED IABI 6 cm PEI = 4 cm IECI = 7 cm ICDI = 3 cm Yukartdaki Aan(ABF) S, Alan(CDF) = S2 olduýuna göre, Sl — S2 farkl kaç cm2 dir? B) 14 C)

ÜÇGENDE ALAN

4

D

B

C

C

Page 5: ÜÇGENDE ALAN - FEHMİEKİCİ · AE ED IABI 6 cm PEI = 4 cm IECI = 7 cm ICDI = 3 cm Yukartdaki Aan(ABF) S, Alan(CDF) = S2 olduýuna göre, Sl — S2 farkl kaç cm2 dir? B) 14 C)

ÜÇGENDE ALAN

5

A

E

C

A

Page 6: ÜÇGENDE ALAN - FEHMİEKİCİ · AE ED IABI 6 cm PEI = 4 cm IECI = 7 cm ICDI = 3 cm Yukartdaki Aan(ABF) S, Alan(CDF) = S2 olduýuna göre, Sl — S2 farkl kaç cm2 dir? B) 14 C)

ÜÇGENDE ALAN

6

A

D

D

B

Page 7: ÜÇGENDE ALAN - FEHMİEKİCİ · AE ED IABI 6 cm PEI = 4 cm IECI = 7 cm ICDI = 3 cm Yukartdaki Aan(ABF) S, Alan(CDF) = S2 olduýuna göre, Sl — S2 farkl kaç cm2 dir? B) 14 C)

ÜÇGENDE ALAN

7

D

C

D

C

Page 8: ÜÇGENDE ALAN - FEHMİEKİCİ · AE ED IABI 6 cm PEI = 4 cm IECI = 7 cm ICDI = 3 cm Yukartdaki Aan(ABF) S, Alan(CDF) = S2 olduýuna göre, Sl — S2 farkl kaç cm2 dir? B) 14 C)

ÜÇGENDE ALAN

8

D

D

D

A

Page 9: ÜÇGENDE ALAN - FEHMİEKİCİ · AE ED IABI 6 cm PEI = 4 cm IECI = 7 cm ICDI = 3 cm Yukartdaki Aan(ABF) S, Alan(CDF) = S2 olduýuna göre, Sl — S2 farkl kaç cm2 dir? B) 14 C)

ÜÇGENDE ALAN

9

C

E

C

C

항타2차진동과 콘크리트 양생관계 검토 수정 · 4 2 진동측정 결과 2.1 10 m 구 분 최대가속도 (cm/s2) 최대속도 (cm/s) 최대변위 (mm) Middle 6.49 0.070

항타2차진동과 콘크리트 양생관계 검토 수정 · 4 2 진동측정 결과 2.1 10 m 구 분 최대가속도 (cm/s2) 최대속도 (cm/s) 최대변위 (mm) Middle 6.49 0.070

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