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Page 1: Mekanika Teknik Soal Dan ian Metode Clapeyron

Tugas Mekanika Teknik By: Muh_Desmawan_EWD

Gambarkan moment dan lintangnya,.!!

Penyelesaian:

AKIBAT MUATAN LUAR:

Dukungan C Dukungan D

πœ‘π‘1 + πœ‘π‘2 = 9

384.π‘ž1 . 𝑙2

3

24 𝐸𝐼+

𝑃. 𝑙12

16 𝐸𝐼 πœ‘π·1 + πœ‘π·2 =

7

384.π‘ž1 . 𝑙2

3

24 𝐸𝐼+

π‘ž2 . 𝑙33

24 𝐸𝐼

= 9

384.

5. 43

24 𝐸𝐼+

10. 62

16 𝐸𝐼 =

7

384.

5. 43

24 𝐸𝐼+

3. 43

16 𝐸𝐼

=7,5

24 𝐸𝐼+

360

16 𝐸𝐼 =

5,83

24 𝐸𝐼+

48

16 𝐸𝐼

=22,81

𝐸𝐼 =

2,24

𝐸𝐼

Jepitan B

πœ‘π΅ = π‘ž2 . 𝑙3

3

24 𝐸𝐼=

3. 43

24𝐸𝐼=

2

𝐸𝐼

AKIBAT MOMENT PERALIHAN:

Dukungan C Dukungan D

∝𝐢1+∝𝐢2 = 𝑀𝑐 𝑙1

3 (𝐸𝐼)+

𝑀𝑐 𝑙2

3 (𝐸𝐼)+

𝑀𝐷𝑙2

6 (𝐸𝐼) ∝𝐷1+∝𝐷2 =

𝑀𝑐 𝑙2

6 (𝐸𝐼)+

𝑀𝐷𝑙2

3 (𝐸𝐼)+

𝑀𝐷𝑙3

3 (𝐸𝐼)+

𝑀𝐡𝑙3

6 (𝐸𝐼)

= 𝑀𝑐6

3 (𝐸𝐼)+

𝑀𝑐4

3 (𝐸𝐼)+

𝑀𝐷4

6 (𝐸𝐼) =

𝑀𝑐4

6 (𝐸𝐼)+

𝑀𝐷4

3 (𝐸𝐼)+

𝑀𝐷4

3 (𝐸𝐼)+

𝑀𝐡4

6 (𝐸𝐼)

= 3,3 𝑀𝑐

3 (𝐸𝐼)+

0,67 𝑀𝐷

6 (𝐸𝐼) =

0,67 𝑀𝑐

𝐸𝐼+

2,67 𝑀𝐷

𝐸𝐼+

0,67 𝑀𝐡

𝐸𝐼

Jepitan B

∝𝐡 = 𝑀𝐡𝑙3

3 (𝐸𝐼)+

𝑀𝐷𝑙3

6 (𝐸𝐼)

= 𝑀𝐡4

3 (𝐸𝐼)+

𝑀𝐷4

6 (𝐸𝐼)

= 1,3 𝑀𝐡

𝐸𝐼+

0,67𝑀𝐷

𝐸𝐼

Page 2: Mekanika Teknik Soal Dan ian Metode Clapeyron

Tugas Mekanika Teknik By: Muh_Desmawan_EWD

Didapat persamaan belahan sbb:

πœ‘π‘1 + πœ‘π‘2 = ∝𝐢1+∝𝐢2 ↔ 22,81

𝐸𝐼 =

3,3 𝑀𝑐

3 (𝐸𝐼)+

0,67 𝑀𝐷

6 (𝐸𝐼)

πœ‘π·1 + πœ‘π·2 = ∝𝐷1+∝𝐷2 ↔ 2,24

𝐸𝐼 =

0,67 𝑀𝑐

𝐸𝐼+

2,67 𝑀𝐷

𝐸𝐼+

0,67 𝑀𝐡

𝐸𝐼

πœ‘π΅ = ∝𝐡 ↔ 2

𝐸𝐼 =

1,3 𝑀𝐡

𝐸𝐼+

0,67𝑀𝐷

𝐸𝐼

Sehingga didapat:

22,81

2,24

2

= 3,3𝑀𝑐 + 0,67𝑀𝐷

= 0,67𝑀𝑐 + 2,67𝑀𝐷 + 0,67𝑀𝐡

= 1,3𝑀𝐡 + 0,67𝑀𝐷

Dengan cara eliminasi didapat:

𝑴𝑩 = 𝟐, πŸ‘πŸ’

𝑴π‘ͺ = πŸ•, πŸπŸ‘

𝑴𝑫 = βˆ’πŸ,πŸ“πŸ”

Bidang Moment

Freebody AC

RAV = RCV1 = 5 kN

MMAX = RAV. Β½ l = 5.3m =15kNm (ditengah-tengah batang)

Free body CD

𝑅𝐢𝑉2 = π‘ž1 . 2.3

4=

5.2.3

4=

30

4= 7,5 π‘˜π‘

𝑅𝐷𝑉2 = π‘ž1 . 2.1

4=

5.2.1

4=

10

4= 2,5 π‘˜π‘

π‘₯ =𝑅𝐢𝑉2

π‘ž=

7,5

5= 1,5 (π‘‘π‘Žπ‘Ÿπ‘– π‘‘π‘–π‘‘π‘–π‘˜ 𝐢)

𝑀𝑀𝐴𝑋 =𝑅𝐢𝑉2

2

2π‘ž=

7,52

10= 5,625 π‘˜π‘π‘š

Free body DB

𝑅𝐷𝑉1 = 𝑅𝐡𝑉 = π‘ž2 . 4.2

4=

3.4.2

4=

24

4= 6 π‘˜π‘

𝑀𝑀𝐴𝑋 = 𝑅𝐡𝑉 . 2 = 6.2

= 12 π‘˜π‘π‘š (π‘‘π‘–π‘‘π‘’π‘›π‘”π‘Ž β„Žβˆ’π‘‘π‘’π‘›π‘”π‘Ž β„Ž π‘π‘Žπ‘‘π‘Žπ‘›π‘”

Reaksi gaya lintang pada tiap-tiap sendi:

𝑅𝐷𝐴 = 𝑅𝐴𝑉 βˆ’π‘€πΆ

𝑙1=

7,23

6= 3,795 π‘˜π‘

𝑅𝐷𝐢 = 𝑅𝐢𝑉1 + 𝑅𝐢𝑉2 +𝑀𝐢

𝑙1+

𝑀𝐢

𝑙2+

𝑀𝐷

𝑙2

= 5 + 7,5 +7,23

6+

7,23

4βˆ’

βˆ’1,56

4= 15,9025 π‘˜π‘

𝑅𝐷𝐷 = 𝑅𝐷𝑉1 + 𝑅𝐷𝑉2 βˆ’π‘€π‘

𝑙2+

𝑀𝐷

𝑙2+

𝑀𝐷

𝑙3βˆ’

𝑀𝐡

𝑙3

= 2,5 + 6 βˆ’7,23

4+

(βˆ’1,56)

4+

(βˆ’1,56)

4βˆ’

2,34

4= 5,3275

𝑅𝐷𝐡 = 𝑅𝐡 βˆ’π‘€π·

𝑙3+

𝑀𝐡

𝑙3= 6 βˆ’

(βˆ’1,56)

4+

2,34

4= 6,975

Page 3: Mekanika Teknik Soal Dan ian Metode Clapeyron

Tugas Mekanika Teknik By: Muh_Desmawan_EWD

Gaya Lintang (D)

𝐷𝐴 π‘˜π‘–π‘Ÿπ‘– = 0

𝐷𝐴 π‘˜π‘Žπ‘›π‘Žπ‘› = 𝑅𝐷𝐴 = 3,795

𝐷𝐴𝑐 π‘˜π‘–π‘Ÿπ‘– = 𝐷𝐴 π‘˜π‘Žπ‘›π‘Žπ‘› = 3,795

𝐷𝐴𝐢 π‘˜π‘Žπ‘›π‘Žπ‘› = 𝐷𝐴𝐢 π‘˜π‘–π‘Ÿπ‘– βˆ’ 𝑃 = 3,795 βˆ’ 10 = βˆ’6,205

𝐷𝐢 π‘˜π‘–π‘Ÿπ‘– = 𝐷𝐴𝐢 π‘˜π‘Žπ‘›π‘Žπ‘› = βˆ’6,205

𝐷𝐢 π‘˜π‘Žπ‘›π‘Žπ‘› = 𝐷𝐢 π‘˜π‘–π‘Ÿπ‘– + 𝑅𝐷𝐢 = βˆ’6,205 + 15,9025 = 9,6975 π‘˜π‘

𝐷𝐢𝐷 π‘˜π‘–π‘Ÿπ‘– = 𝐷𝐢 π‘˜π‘Žπ‘›π‘Žπ‘› βˆ’ π‘ž1. 2 = 9,6975 βˆ’ 5.2 = βˆ’0,3025 π‘˜π‘

𝐷𝐢𝐷 π‘˜π‘Žπ‘›π‘Žπ‘› = 𝐷𝐢𝐷 π‘˜π‘–π‘Ÿπ‘– = βˆ’0,3025

𝐷𝐷 π‘˜π‘–π‘Ÿπ‘– = 𝐷𝐢𝐷 π‘˜π‘Žπ‘›π‘Žπ‘› = βˆ’0,3025

𝐷𝐷 π‘˜π‘Žπ‘›π‘Žπ‘› = 𝐷𝐷 π‘˜π‘–π‘Ÿπ‘– + 𝑅𝐷𝐷 = βˆ’0,3025 + 5,3275 = 5,025 π‘˜π‘

𝐷𝐡 π‘˜π‘–π‘Ÿπ‘– = 𝐷𝐷 π‘˜π‘Žπ‘›π‘Žπ‘› βˆ’ π‘ž2 . 4 = 5,025 βˆ’ 3.4 = βˆ’6,975

𝐷𝐡 π‘˜π‘Žπ‘›π‘Žπ‘› = 𝐷𝐡 π‘˜π‘–π‘Ÿπ‘– + 𝑅𝐷𝐡 = βˆ’6,975 + 6,975 = 0