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IHSAN ISMAIL
2013091009
Anstruk soal nomer 8.28
Metode balok konjugate
10 m
0.3 kn/m
A B
4 kn
𝐼 = 0,5 10−3 𝑚4
𝐸 = 13 𝐺𝑝𝑎 = 13. 106
𝐾𝑁
𝑚2
∆ 𝐵=?
𝜃 𝐵 =?
= 𝐸𝐼
𝐼 = 0,5 10−3 𝑚4
𝐸 = 13 𝐺𝑝𝑎
= 13. 106
𝐾𝑁
𝑚2
x 0,5 10−3
𝑚4
= 13. 106KN x 0,5 10−3 𝑚2
𝑚2
= 6,5 . 103
KN𝑚2
10 m
A B
4 KN
4 KN
40 KN m
10 m
AB
10 m
0.3 KN/m
A B
3 KN
3 KN
5 m
15 KN m
10 m
AB
𝜃 𝑏 = 𝑙𝑢𝑎𝑠 1 + 𝑙𝑢𝑎𝑠 2 ∆ 𝑏= (𝑙𝑢𝑎𝑠 1 𝑥 𝐶𝑂𝐺) + (𝑙𝑢𝑎𝑠 2 𝑥 𝐶𝑂𝐺)
10 m
A B
4 KN
4 KN
40 KN m
A
B
𝑙𝑢𝑎𝑠 𝐼
=
1
2
−40
𝐸𝐼
10
= −
200
𝐸𝐼
𝑙𝑢𝑎𝑠 𝐼 𝑥 𝐶𝑂𝐺
= −
200
𝐸𝐼
𝑥
20
3
= −
4000
𝐸𝐼
2
3
𝑥10 =
20
3
10 m
0.3 KN/m
A B
3 KN
3 KN
5 m
15 KN m
10 m
BA 3𝑏
4
=
30
4
𝑙𝑢𝑎𝑠 𝐼𝐼
=
𝑏ℎ
3
=
−10
15
𝐸𝐼
3
= −
150
3𝐸𝐼
= −
50
𝐸𝐼
𝑙𝑢𝑎𝑠 𝐼𝐼 𝑥 𝐶𝑂𝐺
=
−50
𝐸𝐼
𝑥
30
4
= −
1500
4𝐸𝐼
= −
375
𝐸𝐼
𝜃 𝑏 = 𝑙𝑢𝑎𝑠 1 + 𝑙𝑢𝑎𝑠 2
𝑙𝑢𝑎𝑠 𝐼
= −
200
𝐸𝐼
𝑙𝑢𝑎𝑠 𝐼 𝑥 𝐶𝑂𝐺
= −
4000
𝐸𝐼
𝑙𝑢𝑎𝑠 𝐼𝐼
= −
50
𝐸𝐼
𝑙𝑢𝑎𝑠 𝐼𝐼 𝑥 𝐶𝑂𝐺
= −
375
𝐸𝐼
𝜃 𝑏 = (−
200
𝐸𝐼
) + (−
50
𝐸𝐼
)
𝜃 𝑏 = −
250
6,5 . 103
∆ 𝑏= (𝑙𝑢𝑎𝑠 1 𝑥 𝐶𝑂𝐺) + (𝑙𝑢𝑎𝑠 2 𝑥 𝐶𝑂𝐺)
∆ 𝑏= (−
4000
𝐸𝐼
) + (−
375
𝐸𝐼
)
∆ 𝑏= −
5125
𝐸𝐼
= EI
= 6,5 . 103
KN𝑚2
𝜃 𝑏 = −
250
𝐸𝐼
𝜃 𝑏 = −0,0384 𝑟𝑎𝑑
∆ 𝑏= −
5125
3 . 6,5 . 103
∆ 𝑏= −0,2628 𝑚
∆ 𝑏= −262,8 𝑚𝑚
𝜃 𝑏 = −0,0384 𝑟𝑎𝑑 ∆ 𝑏= −262,8 𝑚𝑚
Searah jarum jam Arahnya kebawah
TERIMAKASIH

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Metode balok konjugate untuk menentukan θ B dan ∆ B

  • 2. Metode balok konjugate 10 m 0.3 kn/m A B 4 kn 𝐼 = 0,5 10−3 𝑚4 𝐸 = 13 𝐺𝑝𝑎 = 13. 106 𝐾𝑁 𝑚2 ∆ 𝐵=? 𝜃 𝐵 =? = 𝐸𝐼 𝐼 = 0,5 10−3 𝑚4 𝐸 = 13 𝐺𝑝𝑎 = 13. 106 𝐾𝑁 𝑚2 x 0,5 10−3 𝑚4 = 13. 106KN x 0,5 10−3 𝑚2 𝑚2 = 6,5 . 103 KN𝑚2
  • 3. 10 m A B 4 KN 4 KN 40 KN m 10 m AB 10 m 0.3 KN/m A B 3 KN 3 KN 5 m 15 KN m 10 m AB
  • 4. 𝜃 𝑏 = 𝑙𝑢𝑎𝑠 1 + 𝑙𝑢𝑎𝑠 2 ∆ 𝑏= (𝑙𝑢𝑎𝑠 1 𝑥 𝐶𝑂𝐺) + (𝑙𝑢𝑎𝑠 2 𝑥 𝐶𝑂𝐺)
  • 5. 10 m A B 4 KN 4 KN 40 KN m A B 𝑙𝑢𝑎𝑠 𝐼 = 1 2 −40 𝐸𝐼 10 = − 200 𝐸𝐼 𝑙𝑢𝑎𝑠 𝐼 𝑥 𝐶𝑂𝐺 = − 200 𝐸𝐼 𝑥 20 3 = − 4000 𝐸𝐼 2 3 𝑥10 = 20 3
  • 6. 10 m 0.3 KN/m A B 3 KN 3 KN 5 m 15 KN m 10 m BA 3𝑏 4 = 30 4 𝑙𝑢𝑎𝑠 𝐼𝐼 = 𝑏ℎ 3 = −10 15 𝐸𝐼 3 = − 150 3𝐸𝐼 = − 50 𝐸𝐼 𝑙𝑢𝑎𝑠 𝐼𝐼 𝑥 𝐶𝑂𝐺 = −50 𝐸𝐼 𝑥 30 4 = − 1500 4𝐸𝐼 = − 375 𝐸𝐼
  • 7. 𝜃 𝑏 = 𝑙𝑢𝑎𝑠 1 + 𝑙𝑢𝑎𝑠 2 𝑙𝑢𝑎𝑠 𝐼 = − 200 𝐸𝐼 𝑙𝑢𝑎𝑠 𝐼 𝑥 𝐶𝑂𝐺 = − 4000 𝐸𝐼 𝑙𝑢𝑎𝑠 𝐼𝐼 = − 50 𝐸𝐼 𝑙𝑢𝑎𝑠 𝐼𝐼 𝑥 𝐶𝑂𝐺 = − 375 𝐸𝐼 𝜃 𝑏 = (− 200 𝐸𝐼 ) + (− 50 𝐸𝐼 ) 𝜃 𝑏 = − 250 6,5 . 103 ∆ 𝑏= (𝑙𝑢𝑎𝑠 1 𝑥 𝐶𝑂𝐺) + (𝑙𝑢𝑎𝑠 2 𝑥 𝐶𝑂𝐺) ∆ 𝑏= (− 4000 𝐸𝐼 ) + (− 375 𝐸𝐼 ) ∆ 𝑏= − 5125 𝐸𝐼 = EI = 6,5 . 103 KN𝑚2 𝜃 𝑏 = − 250 𝐸𝐼 𝜃 𝑏 = −0,0384 𝑟𝑎𝑑 ∆ 𝑏= − 5125 3 . 6,5 . 103 ∆ 𝑏= −0,2628 𝑚 ∆ 𝑏= −262,8 𝑚𝑚
  • 8. 𝜃 𝑏 = −0,0384 𝑟𝑎𝑑 ∆ 𝑏= −262,8 𝑚𝑚 Searah jarum jam Arahnya kebawah