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a = 1.2 m P1 = 1 t Semua Penampang batang : A b = 1.2 m Modulus elastisitas baja : PERHITUGAN REAKSI PERLETAKAN MA = 0 - RB x (a+a+a+a+a+a) + PF x (b+b) = 0 - RB x 7.2 + 2.4 = 0 RB x 7.2 = 2.4 RB = 0.333333 t (↑) MB = 0 RA x (a+a+a+a+a+a) + PF x (b+b) RA x 7.2 + 2.4 RA x 7.2 + 2.4 = 0 RA = 0.333333 t () KONTROL ( V) V = 0 RA - RB = 0 0.333333 - 0.3333333 = 0 0 = 0 TERKONTROL A B b b b b b a a a a a a P1 D C F E H G J I K L N P R T U M O Q S W Y AA V X Z AB 1 2 9 5 6 3 4 8 7 10 12 13 11 1 4 15 17 16 18 19 20 21 22 25 24 26 27 29 28 30 33 31 32 34 36 38 37 35 39 40 42 43 44 48 52 53 51 47 46 45 49 50 23 41 P

TB Mekanika Rekayasa II

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Page 1: TB Mekanika Rekayasa II

a = 1.2 m P1 = 1 t Semua Penampang batang : A

b = 1.2 m Modulus elastisitas baja : E

PERHITUGAN REAKSI PERLETAKAN

∑MA = 0

- RB x (a+a+a+a+a+a) + PF x (b+b) = 0

- RB x 7.2 + 2.4 = 0

RB x 7.2 = 2.4

RB = 0.333333 t (↑)

∑MB = 0

RA x (a+a+a+a+a+a) + PF x (b+b)

RA x 7.2 + 2.4

RA x 7.2 + 2.4 = 0

RA = 0.333333 t ()

KONTROL (∑V)

∑V = 0

RA - RB = 0

0.333333 - 0.3333333 = 0

0 = 0 TERKONTROL

AB

b

b

b

b

b

a a a a a a

P1

DC

FE

HG

JI

K L N P R T U

M O Q S

W

Y

AA

V

X

Z

AB

1 2

9

5 634

87 10

12

1311 1

4

15

17

1618 19

20

21

22

25

24

26

2729

28

30

3331

32

34

36

383735

3940 4243

44

48

5253

51

4746

45

4950

23

41

P

Page 2: TB Mekanika Rekayasa II

∑H = 0

HA + PF = 0

HA + 1 = 0

HA + 1 = 0

HA = -1 t

HA = 1 t (←)

Simpul A

∑H = 0

S2 COS 45.00 + HA

S2 0.71 + 1

S2 0.71 = -1

A S2 = -1.414

HA S2 = 1.414 tekan

∑V = 0

S1 + S2 SIN 45.00 + RA

S1 + -1.14 + -0.333

S1 + -1.473

TANα = b S1 = -1.47

a S1 = 1.47 (↓) tekan

= 1

α = 45.00

simpul C

= 0

S3 S4 = 0

C S4 = 0

S3 - S1 = 0

S3 = S1

S1 S3 = 1.47 tarik

simpul D

= 0

S2 X COSα + S5 X COSα - S4

S5 1.00 + S5 X 0.71 - 0

S6 S5 X 0.7071 = -1.00

S4 S5 = -1.41

S5 = 1.41 tarik

S2 COSα

= 0

S2 S2 X SINα - S5 X SINα + S6

1 - 1 + S6

S6 = 0

TINJAU GAYA HORISONTAL(∑H)

∑H

∑V

∑H

∑V

RA

S1 S2

Page 3: TB Mekanika Rekayasa II

simpul F

S10 = 0

S9 = -1

S9 P = 0

S10 - S6 = 0

S10 = S6

S10 = 0

S6

simpul E

S7 ∑H = 0

S8 SINα S9 + S8 X COSα - S5 X COSα

S8 -1 + S8 X 0.707 - 1

S8 COSα S8 X 0.7071 = 1

S9 S8 = 1.4142 tarik

S5 COSα = 0

S5 S7 + S8 X SINα - S3 - S5 X SINα

S7 + 1 - 1.47 - 1

S5 SINα S7 - 1.47

S3 S7 = 1.47 tarik

simpul G

S11 = 0

S12 = 0

S12 = 0

S12

∑V = 0

S11 + S7 = 0

S7 S11 = -1.47

S11 = 1.47 tekan

simpul H

S13 S14 ∑H = 0

S13 SINα S12 - S13 X COSα - S8 X COSα

0.00 - S13 X 0.707 - 1

S13 COSα - S13 X 0.7071 - 1.00

S12 - S13 = 1.4142

S8 COSα S13 = 1.4142 tekan

∑V = 0

S8 S8 SINα S14 + S6 + S8 X SINα - S13 X SINα

S6 S14 + 0 + 1 - 1

S14 + 0

S14 = 0

∑H

∑V

∑V

∑H

Page 4: TB Mekanika Rekayasa II

simpul K

∑H = 0

S17 = 0

∑V = 0

S15 = 0

S17 S15 = 0

S15

simpul I

S15

S16 SINα ∑V = 0

S16 S16 X SINα + S15 - S13 X SINα - S11 = 0

S16 X 0.7071 + 0 - 1 - 1.47 = 0

P1 S16 COSα S16 X 0.7071 - 2.47 = 0

S18 S16 X 0.707 = 2.47

S16 = 3.4978 tarik

S13 COSα

S13 = 0

S18 + S16 X COSα - P1 - S13 X COSα = 0

S11 S13 SINα S18 + 2.4733 - 1 - 1 = 0

S18 - -0.473

S18 = -0.473

S18 = 0.4733 tekan

simpul J

= 0

S19 S22 - S18 = 0

S22 = S18 = 0

S22 = 0.47 tarik

S18 S22

S14 = 0

S19 + S14 = 0

S19 = 0

simpul L

= 0

S21 X SINα + S19 + S16 X SINα

S21 X 0.7071 + 0 + 0.335

S21 X 0.7071 + 0.335

S21 X 0.7071 = -0.335

S21 = -0.473

S17 S20 S21 = 0.4733 tekan

S16 S21 = 0

S20 + S17 + S16 X COSα + S21 X COSα

S19 S20 + 0 + 0.335 + 0.33

S20 + 0.67

S20 = -0.67

S20 = 0.67 tekan

simpul N

= 0

S24 - S20 = 0

S24 = 0.67 tarik

∑V = 0

S20 S24 S23 = 0

S23

∑H

∑H

∑V

∑V

∑H

∑H

Page 5: TB Mekanika Rekayasa II

simpul M

S21 S23 S25 SINα S25 ∑V = 0

S21 SINα S25 X SINα + S23 - S21 X SINα = 0

S25 X 0.7071 + 0 - 0.335 = 0

S21COSα S25 COSα S25 X 0.7071 = 0

S22 S26 S25 = 0

∑H = 0

S26 + S25 X COSα - S21 X COSα - S22 = 0

S26 + 0 - 0.335 - 0.00 = 0

S26 - 0.335

S26 = 0.335 tarik

simpul O

S27

∑V = 0

S7 = 0

∑H = 0

S26 S30 S30 + S26 = 0

S30 = -0.335

S30 = 0.335 tekan

simpul P

∑V = 0

S29 X SINα + S27 + S25 X SINα

S29 X 0.7071 + 0 + 0

S29 X 0.7071 = 0

S24 S28 S29 = 0 tarik

S25COSα S29COSα

S25 S29 ∑H = 0

S25SINα S29SINα S28 + S24 + S25 X COSα + S29 X COSα = 0

S27 S28 + 0.67 + 0 + 0 = 0

S28 + 0.67 = 0

S28 = -0.67

S28 = 0.67 tekan

simpul R

∑V = 0

S31 = 0

S31 = 0

S28 S32 ∑H = 0

S32 - S28

S31 S32 = S28

S32 = 0.67 tarik

simpul Q

S33 SINα ∑V = 0

S29SINα S31 S33 X SINα + S29 X SINα + S31

S29 S33 S33 X 0.7071 + 0 + 0

S33 X 0.7071 + 0

S29 COSα S33 COSα S33 X 0.7071 = 0

S30 S34 S33 = 0

∑H = 0

S34 - S33 X COSα + S29 X COSα - S30

S34 - 0 + 0 - 0.33

S34 - 0.335

S34 = 0.335 tarik

Page 6: TB Mekanika Rekayasa II

simpul U

∑H = 0

S36 = 0

∑V = 0

S36 S38 = 0

S38 = 0

S38

simpul T

∑H = 0

S37 X COSα + S32 - S33 X COSα + S36 = 0

S37 X 0.7071 + 0.67 - 0.00 = 0

S37 X 0.7071 = 0

S32 S36 S37 = 0

S33 S37 ∑V = 0

S35 + S37 X SINα - S33 X SINα = 0

S35 S35 + 0 - 0 - 0 = 0

S35 - 0

S35 = 0

simpul S

S35 ∑V = 0

S40 + S35 = 0

S40 = S35

S40 = 0

S39 ∑H = 0

S34 S39 + S34 = 0

S39 = -0.335

S39 = 0.335 tekan

S40

simpul V

S38 ∑H = 0

S37 S41 X COSα + S37 X COSα - S39 = 0

S41 X 0.7071 + 0 - 0.33 = 0

S41 X 0.7071 = 0.335

S41 = 0.4733 tarik

S39

∑V = 0

S42 + S41 X SINα + S38 + S37 X SINα = 0

S41 S42 + 0.3347 + 0 + 0 = 0

S42 + 0.3347 = 0

S42 S42 = -0.335

S42 = 0.3347 tekan

simpul X

S42 ∑H = 0

S43 = 0

S43 ∑V = 0

S47 - S42

S47 = S42

S47 = 0.3347 tarik

S47

Page 7: TB Mekanika Rekayasa II

simpul W

S40 S41 ∑H = 0

S46 X COSα - S41 X COSα - S43

S46 X 0.7071 - 0.335 - 0

S46 X 0.7071 - 0.335

S43 S46 X 0.7071 = 0.335

S46 = 0.4733 tekan

S46 ∑V = 0

S44 + S41 X SINα - S40 - S46 X SINα

S44 S44 + 0.3347 - 0 - 0.335

S44 - 0

S44 = 0

simpul Y

= 0

S44 S45 = 0

S45 = 0

S48 + S44 = 0

S48 = 0

S48 S48 = 0

simpul Z

S46 S47 = 0

S49 X COSα + S45 - S46 X COSα

S49 X 0.7071 + 0 - 0.335

S45 S49 X 0.7071 = 0.335

S49 = 0.4733 tarik

∑V = 0

S49 S51 + S49 X SINα + S47 - S46 X SINα

S51 S51 + 0.3347 + 0.335 - 0.335

S51 + 0.3347

S51 = -0.335

S51 = 0.3347 tekan

simpul AB

S51 = 0

S50 = 0

S50 ∑V = 0

S53 - S51 = 0

S53 = S51

S53 = 0.3347 tarik

S53

simpul AA

S48 ∑H = 0

S49 S52 X COSα - S50 - S49 X COSα

S52 X 0.7071 - 0 - 0.335

S52 X 0.7071 = -0.335

S50 S52 = -0.473

S52 = 0.4733 tarik

S52

∑H

∑V

∑H

∑H

Page 8: TB Mekanika Rekayasa II

TABER GAYA-GAYA BATANG AKIBAT BEBAN SATUAN DITITK F

NO BATANG TARIK TEKAN

1 - 1473.30

2 1414.214 -

3 1473.30 -

4 0 0

5 1414.21 -

6 0 0

7 1473.30 -

8 1414.214 -

9 1000

10 0 0

11 - 1473.30

12 0 0

13 - 1414.21

14 0 0

15 0 0

16 3497.769 -

17 0 0

18 - 473.2962

19 0 0

20 - 669.34

21 - 473.2962

22 473.30 -

23 0 0

24 669.34 -

25 0 0

26 334.671 -

27 0 0

28 - 669.342

29 0 0

30 - 334.671

31 0 0

32 669.34 -

33 0 0

34 334.671 -

35 0 0

36 0 0

37 0 0

38 0 0

39 - 334.671

40 0 0

41 473.29623 -

42 - 334.671

43 0 0

44 0 0

45 0 0

46 473.2962

47 334.67097 -

48 0 0

49 473.29623 -

50 0 0

51 - 334.671

52 473.29623 -

53 334.67097 -

Page 9: TB Mekanika Rekayasa II

a = 1.2 m P1 = 1.7 t Semua Penampang batang : A

b = 1.2 m P2 = 1 t Modulus elastisitas baja : E

PERHITUGAN REAKSI PERLETAKAN

∑MA = 0

- RB x (a+a+a+a+a+a) + P1G x (b+b+b) + P1I x (b+b+b+b) + P2L x a + P2N X (a+a)

+ P2P x (a+a+a) + P2R x (a+a+a+a) + P2T x (a+a+a+a+a) + P2U x (a+a+a+a+a+a) = 0

- RB x 7.2 + 6.12 + 8.16 + 1.2 + 2.4 + 3.6 + 4.8 + 6 + 7.2

- RB x 7.2 + 39.48 = 0

RB = 5.483333 t (↑)

∑MB = 0

RA x (a+a+a+a+a+a) + P1G x (b+b+b) + P1I x (b+b+b+b) - P2K x (a+a+a+a+a+a) - P2L x (a+a+a+a+a)

- P2N x (a+a+a+a) - P2P (a+a+a) - P2R (a+a) - P2T x a = 0

RA x 7.2 + 6.12 + 8.16 - 7.2 - 6 - 4.8 - 3.6 - 2.4 - 1.2

RA x 7.2 + -10.92 = 0

RA = 1.516667 t (↑)

KONTROL (∑V)

∑V = 0

RA + RB - P2K - P2L - P2N - P2P - P2R - P2T - P2U = 0

1.516667 + 5.4833333 - 1 - 1 - 1 - 1 - 1 - 1 - 1 = 0

7 + -7 = 0

0 = 0 Terkontrol

Page 10: TB Mekanika Rekayasa II

∑H = 0

HA + P1G + P1I = 0

HA + 1.7 + 1.7 = 0

HA + 3.4 = 0

HA = -3.4 t

HA = 3.4 t (←)

Simpul A

S2 SINα ∑H = 0

S2 COS 45.00 - HA

S2 0.71 - 3.4

S2 0.71 = 3.4

A S2 COSα S2 = 4.808 tarik

HA

∑V = 0

S1 + S2 SIN 45.00 - RA

S1 + -3.876 - 1.516666667

S1 + 2.3592

S1 = -2.36

TANα = b S1 = 2.36 (↓) tekan

a

= 1

α = 45.00

simpul C

= 0

S3 S4 = 0

C S4 = 0

S3 - S1

S3 = S1

S1 S3 = 2.36 tekan

simpul D

S5 SINα = 0

S2 X COSα + S5 X COSα - S4

S5 3.400 + S5 X 0.71 - 0

S5 COSα S6 S5 X 0.7071 = -3.40

S4 S5 = -4.81

S5 = 4.81 tekan

S2 COSα

= 0

S2 S2 X SINα - S5 X SINα + S6

S2 SINα 3.4 - 3.4 + S6

S6 = 0

TINJAU GAYA HORISONTAL(∑H)

∑H

∑V

∑H

∑V

RA

S1 S2

Page 11: TB Mekanika Rekayasa II

simpul F

S10 = 0

S9 = 0

S9 = 0

S10 - S6 = 0

S10 = S6

S10 = 0

S6

simpul E

S7 ∑H = 0

S8 SINα S9 + S8 X COSα - S5 X COSα

S8 0 + S8 X 0.7071 - 3.4

S8 COSα S8 X 0.7071 = 3.4

S9 S8 = 4.8083 tarik

S5 COSα = 0

S5 S7 + S8 X SINα - S3 - S5 X SINα

S7 + 3.4 - 2.36 - 3.4

S5 SINα S7 - 2.36

S3 S7 = 2.36 tarik

simpul G

S11 = 0

S12 - P1

S12 = P1

P1 S12 S12 = 1.7 tarik

∑V = 0

S11 + S7 = 0

S7 S11 = -2.36

S11 = 2.36 tekan

simpul H

S13 S14 ∑H = 0

S13 SINα S12 - S13 X COSα - S8 X COSα

1.70 - S13 X 0.7071 - 3.4

S13 COSα - S13 X 0.7071 - 1.70

S12 - S13 = 2.4042

S8 COSα S13 = 2.4042 tekan

∑V = 0

S8 S8 SINα S14 + S6 + S8 X SINα - S13 X SINα

S6 S14 + 0 + 3.4 - 1.7

S14 + 1.7

S14 = -1.7

S14 = 1.7 tekan

simpul K

∑H = 0

P2 S17 = 0

∑V = 0

S15 - P2

17 S15 = P2

S15 = 1 tarik

15

∑H

∑V

∑V

∑H

Page 12: TB Mekanika Rekayasa II

simpul I

S15

S16 SINα ∑V = 0

S16 S16 X SINα + S15 - S13 X SINα - S11 = 0

S16 X 0.7071 + 1 - 1.7 - 2.36 = 0

P1 S16 COSα S16 X 0.7071 - 3.06 = 0

S18 S16 X 0.707 = 3.06

S16 = 4.3264 tarik

S13 COSα

S13 = 0

S18 + S16 X COSα - P1 - S13 X COSα = 0

S11 S13 SINα S18 + 3.0592 - 1.7 - 1.7 = 0

S18 + 0.3408

S18 = -0.341

S18 = 0.3408 tekan

simpul J

= 0

S19 S22 + S18 = 0

S22 = - S18

S22 = -0.34

S22 = 0.341 tekan

S18 S22

S14 = 0

S19 + S14 = 0

S19 = -1.7

S19 = 1.7 tekan

simpul L

= 0

S21 X SINα + S19 + S16 X SINα

P2 S21 X 0.7071 + 1.7 + 0.241

S21 X 0.7071 + 1.941

S21 X 0.7071 = -1.941

S21 = -2.745

S17 S20 S21 = 2.745 tekan

S16 S21 = 0

S20 + S17 + S16 X COSα + S21 X COSα

S19 S20 + 0 + 0.241 + 1.94

S20 + 2.18

S20 = -2.18

S20 = 2.18 tekan

simpul N

= 0

P2 S24 - S20 = 0

S24 = 2.18 tarik

∑V = 0

S20 S24 S23 - P2 = 0

S23 = P2

S23 S23 = 1 tarik

∑H

∑H

∑V

∑V

∑H

∑H

Page 13: TB Mekanika Rekayasa II

simpul M

S21 S23 S25 SINα S25 ∑V = 0

S21 SINα S25 X SINα + S23 - S21 X SINα = 0

S25 X 0.7071 + 1 - 1.941 = 0

S21COSα S25 COSα S25 X 0.7071 = 0

S22 S26 S25 = 0

∑H = 0

S26 + S25 X COSα - S21 X COSα - S22 = 0

S26 + 0 - 1.941 - 0.34 = 0

S26 - 2.282

S26 = 2.282 tarik

simpul O

S27

∑V = 0

S27 = 0

∑H = 0

S26 S30 S30 + S26 = 0

S30 = -2.282

S30 = 2.282 tekan

simpul P

P2 ∑V = 0

S29 X SINα + S27 + S25 X SINα - P2

S29 X 0.7071 + 0 + 0 - 1.00

S29 X 0.7071 = 1

S24 S28 S29 = 1.4142 tarik

S25COSα S29COSα

S25 S29 ∑H = 0

S25SINα S29SINα S28 + S24 + S25 X COSα + S29 X COSα = 0

S27 S28 + 2.18 + 0 + 1 = 0

S28 + 3.18 = 0

S28 = -3.18

S28 = 3.18 tekan

simpul R

∑V = 0

P2 S31 - P2 = 0

S31 = P2

S31 = 1 tarik

S28 S32 ∑H = 0

S32 - S28

S31 S32 = S28

S32 = 3.18 tarik

simpul Q

S33 SINα ∑V = 0

S29SINα S31 S33 X SINα + S29 X SINα + S31

S29 S33 S33 X 0.7071 + 1 + 1

S33 X 0.7071 + 2

S29 COSα S33 COSα S33 X 0.7071 = -2

S30 S34 S33 = -2.828

S33 = 2.8284 tekan

∑H = 0

S34 - S33 X COSα + S29 X COSα - S30

S34 - 2 + 1 - 2.28

S34 - 1.282

S34 = 1.282 tarik

Page 14: TB Mekanika Rekayasa II

simpul U

P2

∑H = 0

S36 = 0

∑V = 0

S36 S38 - P2

S38 = P2

S38 = 1 tarik

S38

simpul T

P2 ∑H = 0

S37 X COSα + S32 - S33 X COSα + S36 = 0

S37 X 0.7071 + 3.18 - 2.00 = 0

S37 X 0.7071 = 0

S32 S36 S37 = 0

S33 S37 ∑V = 0

S35 + S37 X SINα - S33 X SINα - P2 = 0

S35 S35 + 0 - 2 - 1 = 0

S35 - 3

S35 = 3 tarik

simpul S

S35 ∑V = 0

S40 + S35 = 0

S40 = -3

S40 = 3 tekan

S39 ∑H = 0

S34 S39 + S34 = 0

S39 = -1.282

S39 = 1.282 tekan

S40

simpul V

S38 ∑H = 0

S37 S41 X COSα + S37 X COSα - S39 = 0

S41 X 0.7071 + 0 - 1.28 = 0

S41 X 0.7071 = 1.282

S41 = 1.8127 tarik

S39

∑V = 0

S42 + S41 X SINα + S38 + S37 X SINα = 0

S41 S42 + 1.2818 + 1 + 0 = 0

S42 + 2.2818 = 0

S42 S42 = -2.282

S42 = 2.2818 tekan

simpul X

S42 ∑H = 0

S43 = 0

S43 ∑V = 0

S47 - S42

S47 = S42

S47 = 2.2818 tarik

S47

Page 15: TB Mekanika Rekayasa II

simpul W

S40 S41 ∑H = 0

S46 X COSα - S41 X COSα - S43

S46 X 0.7071 - 1.2818 - 0

S46 X 0.7071 - 1.2818

S43 S46 X 0.7071 = 1.2818

S46 = 1.8127 tarik

S46 ∑V = 0

S44 + S41 X SINα - S40 - S46 X SINα

S44 S44 + 1.2818 - 3 - 1.282

S44 - 3

S44 = 3 tarik

simpul Y

= 0

S44 S45 = 0

S45 = 0

S48 + S44 = 0

S48 = -3

S48 S48 = 3 tekan

simpul Z

S46 S47 = 0

S49 X COSα + S45 - S46 X COSα

S49 X 0.7071 + 0 - 1.282

S45 S49 X 0.7071 = 1.2818

S49 = 1.8127 tarik

∑V = 0

S49 S51 + S49 X SINα + S47 - S46 X SINα

S51 S51 + 1.2818 + 2.2818 - 1.282

S51 + 2.2818

S51 = -2.282

S51 = 2.2818 tekan

simpul AB

S51 = 0

S50 = 0

S50 ∑V = 0

S53 - S51 = 0

S53 = S51

S53 = 2.2818 tarik

S53

simpul AA

S48 ∑H = 0

S49 S52 X COSα - S50 - S49 X COSα

S52 X 0.7071 - 0 - 1.282

S52 X 0.7071 = -1.2818

S50 S52 = -1.813

S52 = 1.8127 tekan

S52

∑H

∑V

∑H

∑H

Page 16: TB Mekanika Rekayasa II

TABEL GAYA-GAYA BATANG AKIBAT BEBAN LUAR

NO BATANG TARIK TEKAN

1 - 2359.21

2 4808.326 -

3 - 2359.21

4 0 0

5 - 4808.33

6 0 0

7 2359.21 -

8 4808.326 -

9 0 0

10 0 0

11 - 2359.21

12 1700 -

13 - 2404.2

14 - 1700

15 1000 -

16 4326.37 -

17 0 0

18 - 340.7928

19 - 1700

20 - 2181.95

21 - 2744.956

22 - 340.79

23 1000 -

24 2181.95 -

25 0 0

26 2281.8

27 0 0

28 - 3182.0

29 1414.214 -

30 - 2281.77

31 1000 -

32 3181.95 -

33 - 2828.427

34 1281.8 -

35 3000 -

36 0 0

37 0 0

38 1000 -

39 - 1281.77

40 - 3000

41 1812.6962 -

42 - 2281.77

43 0 0

44 3000 -

45 0 0

46 1812.6962 -

47 2281.7698 -

48 - 3000

49 1812.6962 -

50 0 0

51 - 2281.77

52 - 1812.696

53 2281.7698 -

Page 17: TB Mekanika Rekayasa II

TABEL PERHITUNGAN DEFLEKSI VERTIKAL DAN HORISONTAL DENGAN MENGGUNAKAN RUMUS FORMULA

NO S uQ (kg) uF(kg) A (cm²) E (kg/cm²) L (cm) ΔL =SL/AE uQ*ΔL uF*ΔL

1 -2359.21 0.1666667 -1.473 100 2100000 120 -0.001 -0.000224686 0.00198617772

2 4808.326 -0.7071068 1.414 100 2100000 169.705627 0.004 -0.002747615 0.00549522984

3 -2359.21 -0.1666667 1.414 100 2100000 120 -0.001 0.0002246864 -0.0019065273

4 0 0 0 100 2100000 120 0.000 0 0

5 -4808.33 0.7071068 1.414 100 2100000 169.705627 -0.004 -0.002747615 -0.0054952298

6 0 0 0 100 2100000 120 0.000 0 0

7 2359.21 0.1666667 1.473 100 2100000 120 0.001 0.0002246864 0.00198617772

8 4808.326 -0.7071068 1.414 100 2100000 169.705627 0.004 -0.002747615 0.00549522984

9 0 0 1.000 100 2100000 120 0.000 0 0

10 0 0 0.000 100 2100000 120 0.000 0 0

11 -2359.21 -0.17 -1.473 100 2100000 120 -0.001 0.0002246864 0.00198617772

12 1700 0 0.000 100 2100000 120 0.001 0 0

13 -2404.163 0.7071068 -1.414 100 2100000 169.705627 -0.002 -0.001373807 0.00274761492

14 1700 0 0.000 100 2100000 120 0.001 0 0

15 1000 0 0.000 100 2100000 120 0.001 0 0

16 1000 0.4714045 3.498 100 2100000 169.705627 0.001 0.0003809524 0.00282662426

17 0 0 0.000 100 2100000 120 0.000 0 0

18 -340.7928 -0.8333333 -0.473 100 2100000 120 0.000 0.0001622823 9.2169121E-05

19 -1700 0 0.000 100 2100000 120 -0.001 0 0

20 -2181.95 0.00 -0.669 100 2100000 120 -0.001 0 0.00083455613

21 -2744.956 -0.4714045 -0.473 100 2100000 169.705627 -0.002 0.0010456975 0.00104989377

22 -340.7928 -0.8333333 0.473 100 2100000 120 0.000 0.0001622823 -9.216912E-05

23 1000 0 0.000 100 2100000 120 0.001 0 0

24 2181.95 0 0.669 100 2100000 120 0.001 0 0.00083455613

25 0 0.942809 0.000 100 2100000 169.705627 0.000 0 0

26 2281.77 1.1666667 0.335 100 2100000 120 0.001 0.0015211798 0.00043636691

27 0 0 0.000 100 2100000 120 0.000 0 0

28 -3181.954 -0.7071068 -0.669 100 2100000 120 -0.002 0.0012857035 0.00121703724

29 1414.214 0.057191 0.000 100 2100000 169.705627 0.001 6.53611E-05 0

30 -2281.77 1.1666667 -0.335 100 2100000 120 -0.001 -0.00152118 0.00043636691

31 1000 0 0.000 100 2100000 120 0.001 0 0

32 3181.95 0 0.669 100 2100000 120 0.002 0 0.00121703724

33 -2828.427 -0.4714045 0.000 100 2100000 169.705627 -0.002 0.001077496 0

34 1281.77 0 0.335 100 2100000 120 0.001 0 0.00024512636

35 3000 0 0.000 100 2100000 120 0.002 0 0

36 0 0 0.000 100 2100000 120 0.000 0 0

37 0 -1.7071068 0.000 100 2100000 169.705627 0.000 0 0

38 1000 0 0.000 100 2100000 120 0.001 0 0

39 -1281.77 0.8333333 -0.335 100 2100000 120 -0.001 -0.000610367 0.00024512636

40 -3000 0 0.000 100 2100000 120 -0.002 0 0

41 1812.696 0.7071068 0.473 100 2100000 169.705627 0.001 0.0010358264 0.00069332204

42 -2281.77 -0.1666667 -0.335 100 2100000 120 -0.001 0.0002173114 0.00043636691

43 0 0 0.000 100 2100000 120 0.000 0 0

44 3000 0 0.000 100 2100000 120 0.002 0 0

45 0 0 0.000 100 2100000 120 0.000 0 0

46 1812.696 -0.7071068 -0.473 100 2100000 169.705627 0.001 -0.001035826 -0.000693322

47 2281.77 -0.1666667 0.335 100 2100000 120 0.001 -0.000217311 0.00043636691

48 -3000 0 0.000 100 2100000 120 -0.002 0 0

49 1812.696 0.7071068 0.335 100 2100000 169.705627 0.001 0.0010358264 0.00049025272

50 0 0 0.000 100 2100000 120 0.000 0 0

51 -2281.77 -0.1666667 -0.335 100 2100000 120 -0.001 0.0002173114 0.00043636691

52 -1812.696 -0.7071068 0.473 100 2100000 169.705627 -0.001 0.0010358264 -0.000693322

53 2281.77 -0.1666667 0.335 100 2100000 120 0.001 -0.000217311 0.00043636691

TOTAL -0.003526218 0.02317994026

Page 18: TB Mekanika Rekayasa II

HASIL PERHITUNGAN GAYA - GAYA BATANG

NO BEBAN LUAR (kg) SATUAN DI Q (kg) SATUAN DI F (kg)

BATANG TARIK TEKAN TARIK TEKAN TARIK TEKAN

1 - 2359.21 166.666667 - - 1473.30

2 4808.326 - - 707.106781 1414.21 -

3 - 2359.21 - 166.666667 1414.21 -

4 0 0 0 - 0.00 0.00

5 - 4808.33 707.106781 - 1414.21 -

6 0 0 0 - 0.00 0.00

7 2359.21 - 166.666667 - 1473.30 -

8 4808.326 - - 707.106781 1414.21 -

9 0 0 0 0 1000.00 1000.00

10 0 0 0 0 0.00 0.00

11 2359.21 - 166.666667 - 1473.30

12 1700 0 0 0.00 0.00

13 - 2404.1631 707.106781 - - 1414.21

14 1700 - - 0.00 0.00

15 1000 0 0 - 0.00 0.00

16 1000 - 471.404521 - 3497.77 -

17 0 0 0 - 0.00 0.00

18 - 340.79283 - 833.333333 - 473.30

19 - 1700 - 0 0.00 0.00

20 - 2181.95 - 0 - 669.34

21 - 2744.9559 - 0.47140452 - 473.30

22 - 340.79283 - 0.83333333 473.30 -

23 1000 - - 0 0.00 0.00

24 2181.95 - - 0 669.34 -

25 0 0 942.809042 - 0.00 0.00

26 2281.77 - - 1166.66667 334.67 -

27 0 0 0 - 0.00 0.00

28 - 3181.9538 - 707.106781 - 669.34

29 1414.214 - 57.1909584 - 0.00 0.00

30 - 2281.7698 1166.66667 - - 334.67

31 1000 0 0 - 0.00 0.00

32 3181.95 0 0 - 669.34 -

33 - 2828.4271 - 471.404521 0.00 0.00

34 1281.77 - 0 - 334.67 -

35 3000 - 0 - 0.00 0.00

36 0 0 0 - 0.00 0.00

37 0 0 - 1707.10678 0.00 0.00

38 1000 - 0 0 0.00 0.00

39 - 1281.7698 833.333333 - - 334.67

40 - 3000 0 0 0.00 0.00

41 1812.696 - 707.106781 - 473.30 -

42 - 2281.7698 - 166.666667 - 334.67

43 0 0 0 0 0.00 0.00

44 3000 0 0 0 0.00 0.00

45 0 0 0 0 0.00 0.00

46 1812.696 - - 707.106781 - 473.30

47 2281.77 - 166.666667 - 334.67 -

48 - 3000 - - 0.00 0.00

49 1812.696 - 707.106781 - 334.67 -

50 0 0 0 0 0.00 0.00

51 - 2281.7698 - 166.666667 - 334.67

52 - 1812.6962 - 707.106781 473.30 -

53 2281.77 - 166.666667 - 334.67 -

Page 19: TB Mekanika Rekayasa II

411t

a = 1.2 m P = 1 t Semua Penampang batang : A

b = 1.2 m Modulus elastisitas baja : E

PERHITUGAN REAKSI PERLETAKAN

∑MA = 0

- RB x (a+a+a+a+a+a) - 1 x (a+a+a+a) = 0

- RB x 7.2 - 4.8

- RB x 7.2 - 4.8 = 0

RB = -0.66667 t

RB = 0.666667

∑MB = 0

RA x (a+a+a+a+a+a) + P1G 1 x (a+a) = 0

RA x 7.2 + 2.4

RA x 7.2 + 2.4 = 0

RA = -0.33333 t

RA = 0.333333

KONTROL (∑V)

∑V = 0

RA + RB - P

0.333333 + 0.666667 - 1 = 0

1 - 1 = 0

0 = 0 OK

AB

b

b

b

b

b

a a a a a a

DC

FE

HG

JI

K L N P R T U

M O Q S

W

Y

AA

V

X

Z

AB

1 2

9

5 634

87 10

12

1311 1

4

15

17

1618 19

20

21

22

25

24

26

2729

28

30

3331

32

34

36

383735

3940 4243

44

48

5253

51

4746

45

4950

23

Page 20: TB Mekanika Rekayasa II

Panjang sisi miring = 1.697056

TANα = b

a SINα = 0.707107

= 1 COSα = 0.707107

α = 45.00

PERHITUNGAN TITIK BUHUL

Simpul A

∑H = 0

S2 COS 45.00 = 0

S2 0.707107 = 0

S2 = -0.70710678

= 0.70711 T (←) TEKAN

∑V = 0

S1 - S2 SIN 45.00 + RA = 0

S1 - 0.5 - 0.333333 = 0

S1 - 0.16666667 = 0

S1 = -0.1667

S1 = 0.1667 T TARIK

Simpul C

∑H = 0

S4 = 0

∑V = 0

S3 = -S1

S3 = 0.16667

S3 = 0.16667 T TEKAN

Simpul D

∑H = 0

S5 x COS + S4 - S2 x COSα = 0

S5 x 0.707107 + 0 - 0.70711 x 0.707107 = 0

S5 x 0.707107 + 0 - 0.5 = 0

S5 x 0.707107 - 0.5 = 0

S5 x 0.707107 = 0.5

S5 = 0.707107

S5 = 0.707107 T TARIK

∑V = 0

S6 + S5 x SINα - S2 x SINα = 0

S6 + 0.707107 x 0.70710678 - 0.70711 x 0.707107 = 0

S6 + 0.5 - 0.5 = 0

S6 + 0 = 0

S6 = 0 T

RA

S1S2

S3

S1

S4

A

D

S6S5

S4

S2

Page 21: TB Mekanika Rekayasa II

Simpul F

∑H = 0

S9 = 0

∑V = 0

S10 + S6 = 0

S10 = -S6

S10 = 0

S10 = 0 T

Simpul E

∑H = 0

S8 x COSα + S9 + S5 x COSα = 0

S8 x 0.707107 + 0 + 0.707107 x 0.707107 = 0

S8 x 0.707107 + 0.5 = 0

S8 x 0.707107 = -0.5

S8 = 0.707107 T TEKAN

∑V = 0

S7 - S3 + S5 x SINα - S8 x SINα = 0

S7 - 0.16667 + 0.70710678 x 0.707107 - 0.707107 x 0.707107 = 0

S7 - 0.16667 + 0.5 - 0.5 = 0

S7 - 0.16667 = 0

S7 = 0.16667 T TARIK

Simpul G

∑H = 0

S12 = 0

∑V = 0

S11 + S7 = 0

S11 = -S7

S11 = -0.1667 T

S11 = 0.16667 T TEKAN

Simpul H

∑H = 0

S13 x COSα + S12 - S8 x COSα = 0

S13 x 0.707107 + 0 - 0.707107 x 0.707107 = 0

S13 x 0.707107 + -0.5 = 0

S13 x 0.707107 = 0.5

S13 = 0.707107

S13 = 0.707107 T TARIK

∑V = 0

S14 + S13 x SINα + S10 - S8 x SINα= 0

S14 + 0.707107 x 0.707107 + 0 - 0.707107 x 0.707107 = 0

S14 + 0.5 + 0 - 0.5 = 0

S14 + 0 = 0

S14 = 0 T

F

S10

S6

S9

S12G

S7

S3S5

S9

S8

E

S11

S7

S10S12

S8

S13

H

S14

Page 22: TB Mekanika Rekayasa II

Simpul K

∑H = 0

S17 = 0

∑V = 0

S15 = 0

Simpul I

∑V = 0

S16 x SINα+ S15 - S11 + S13 x SINα = 0

S16 x 0.70710678 + 0 - 0.17 + 0.707107 x 0.707107 = 0

S16 x 0.70710678 + 0 - 0.3 = 0

S16 x 0.70710678 = 0.3

S16 = 0.47140452

S16 = 0.47140452 T TARIK

∑H = 0

S18 + S16 x COSα + S13 x COSα = 0

S18 + 0.47140452 x 0.707107 + 0.707107 x 0.707107 = 0

S18 + 0.33333333 + 0.5 = 0

S18 + 0.83333333 = 0

S18 = -0.83333333

S18 = 0.83333333 T TEKAN

Simpul J

∑H = 0

S22 + S18 = 0

S22 = -S18

S22 = -0.83333

S22 = 0.833333 T TEKAN

∑V = 0

S19 + S14 = 0

S19 = -S14

S19 = 0

S19 = 0 T

Simpul L

∑V = 0

S21 x SINα + S19 + S16 x SINα = 0

S21 x 0.707107 + 0 + 0.471405 x 0.707107 = 0

S21 x 0.707107 + 0.33333333 = 0

S21 x 0.707107 = 0.33333333

S21 = 0.471405 T TEKAN

∑H = 0

S20 + S17 - S21 x COSα + S16 x COSα = 0

S20 + 0 - 0.47140452 x 0.707107 + 0.471405 x 0.707107 = 0

S20 + 0 - 0.33333 + 0.333333 = 0

S20 + 0 + 0 = 0

S20 = 0

S20 = 0 T

S17

I

S15

S11 S13

S18

S16

S15

S19

I

S18 S22

S14

J

L S20S17

S16 S21

S19

Page 23: TB Mekanika Rekayasa II

Simpul N

∑H = 0

S24 - S20 = 0

S24 = S20

S24 = 0 T

∑V = 0

S23 = 0

Simpul M

∑V = 0

S25 x SINα + S23 - S21 x SINα - P

S25 x 0.707107 + 0 - 0.471405 x 0.707107 - 1

S25 x 0.707107 + 0 - -0.4714 X 0.71 - 1

S25 x 0.707107 - 0.666667

S25 = 0.942809

S25 = 0.942809 T TARIK

∑H = 0

P S26 + S22 - S21 x COSα + S25 x COSα = 0

S26 + 0.833333 - 0.471405 x 0.707107 + 0.942809 x 0.707107 = 0

S26 + 1.166667 = 0

S26 = 1.166667 T TEKAN

Simpul O

∑H = 0

S30 - S26 = 0

S30 = S26

S30 = 1.166667

S30 = 1.166667 T TARIK

∑V = 0

S27 = 0

Simpul P

∑V = 0

S29 x SINα + S25 x SINα + S27 = 0

S29 x 0.707107 + -0.94280904 x 0.707107 + 0 = 0

S29 x 0.707107 + -0.66666667 + 0.71 = 0

S29 x 0.707107 - 0.04044011 = 0

S29 = 0.057191

S29 = 0.057191 T TARIK

∑H = 0

S28 + S24 + S25 x COSα + S29 x COSα = 0

S28 + 0 + 0.942809 x 0.707107 + 0.057191 x 0.707107 = 0

S28 + 0.707107 = 0

S28 = -0.70711

S28 = 0.707107 T TEKAN

S20 S24N

S23

S25

M

S23

S22

S21

S26

OS26 S30

S27

PS24

S29

S28

S25S27

Page 24: TB Mekanika Rekayasa II

Simpul R

∑H = 0

S32 - S28 = 0

S32 = S28

S32 = 0.707107 T TARIK

∑V = 0

S31 = 0

Simpul Q

∑V = 0

S33 x SINα + S31 + S30 + S29 x SINα = 0

S33 x 0.707107 + 0 + 1.166667 + 0.057191 x 0.707107 = 0

S33 x 0.71 + 1.2071 = 0

S33 x 0.71 = -1.207

S33 = 1.71 T TEKAN

∑H = 0

S34 - S33 x COSα + S29 x COSα + S30 = 0

S34 - 1.71 x 0.7071 + 0.06 x 0.71 + 1.17 = 0

S34 - 1.21 + 0.0404 + 1.17 = 0

S34 = 0 T

Simpul B

∑H = 0

S52 x COS 45.00 = 0

S52 x 0.707107 = 0

S52 = -0.70711

= 0.70711 T (←) TEKAN

∑V = 0

S53 - S52 x SIN 45.00 - RB = 0

S53 - 0.5 - -0.667 = 0

S53 - 0.166667 = 0

S53 = 0.1667 T TARIK

Simpul AB

∑H = 0

S50 = 0

∑V = 0

S51 + S53 = 0

S51 = -S53

S51 = -0.1667

S51 = 0.16667 T TEKAN

R S32S28

S31

Q

S31S33

S29

S30 S34

B

S52 S53

RB

AB

S51

S53

S50

Page 25: TB Mekanika Rekayasa II

Simpul AA

∑H = 0

S49 x COSα + S50 - S52 x COSα = 0

S49 x 0.707107 + 0 - 0.70711 x 0.707107 = 0

S49 x 0.707107 - 0.5 = 0

S49 = 0.707107 T TARIK

∑V = 0

S48 + S49 x SINα - S52 x SINα = 0

S48 + 0.707107 x 0.707107 - 0.70711 x 0.707107 = 0

S48 + 0.5 - 0.5 = 0

S48 + 0 = 0

S48 = 0 T

Simpul Y

∑H = 0

S45 = 0

∑V = 0

S44 + S48 = 0

S44 = -S48

S44 = 0

S44 = 0 T

Simpul Z

∑H = 0

S46 x COSα + S45 + S49 x COSα = 0

S46 x 0.707107 + 0 + 0.707107 x 0.707107 = 0

S46 x 0.707107 + 0.5 = 0

S46 x 0.707107 = -0.5

S46 = 0.707107 T TEKAN

∑V = 0

S47 - S51 - S46 x SINα + S49 x SINα = 0

S47 - 0.16667 - 0.70710678 x 0.707107 + 0.707107 x 0.707107 = 0

S47 - 0.166667 = 0

S47 = 0.166667 T TARIK

Simpul X

∑H = 0

S43 = 0

∑V = 0

S42 + S47 = 0

S42 = -S47

S42 = -0.16667 T

S42 = 0.166667 T TEKAN

S49S48

S50

S52

AA

S45

Y

S48

S44

Z

S47

S51

S46

S45

S49

X

S42

S43

S47

Page 26: TB Mekanika Rekayasa II

Simpul W

∑H = 0

S41 x COSα + S43 - S46 x COSα = 0

S41 x 0.707107 + 0 - 0.707107 x 0.707107 = 0

S41 x 0.707107 - 0.5 = 0

S41 = 0.707107 T TARIK

∑V = 0

S40 + S41 x SINα + S44 - S46 x SINα = 0

S40 + 0.707107 x 0.70710678 + 0 - 0.707107 x 0.707107 = 0

S40 + 0 = 0

S40 = 0 T

Simpul U

∑H = 0

S36 = 0

∑V = 0

S38 = 0

Simpul V

∑V = 0

S37 x SINα + S38 - S42 + S41 x SINα = 0

S37 x 0.707107 + 0 - 0.166667 + 0.707107 x 0.707107 = 0

S37 x 0.707107 + 0 + 0.333333 = 0

S37 x 0.707107 + 0.33333333 = 0

S37 = -0.4714

S37 = 0.471405 T TEKAN

∑H = 0

S39 - S37 x COSα + S41 x COSα = 0

S39 - 0.471405 x 0.70710678 + 0.707107 x 0.707107 = 0

S39 - 0.333333 + 0.5 = 0

S39 + 0.833333 = 0

S39 = 0.833333

S39 = 0.833333 T TARIK

Simpul S

∑H = 0

S34 + S39 = 0

S34 = -S39

S34 = -0.83333 T TEKAN

∑V = 0

S35 + S40 = 0

S35 = -S40

S35 = 0

WS41

S46S44

S40

S43

US36

S38

V

S41

S37 S38

S42

S39

S35

S39S34

S40

S

Page 27: TB Mekanika Rekayasa II

TABEL GAYA-GAYA BATANG AKIBAT BEBAN SATUAN DITITK P

NO BATANG TARIK TEKAN

1 166.66667 -

2 - 707.10678

3 - 166.66667

4 0 0

5 707.10678119 -

6 0 0

7 166.66667 -

8 - 707.10678119

9 0 0

10 0 0

11 - 166.66667

12 0 0

13 707.10678119 -

14 0 0

15 0 0

16 471.40452079 -

17 0 0

18 - 833.33333333

19 0 0

20 0 0

21 - 0.4714045208

22 - 0.8333333333

23 0 0

24 0 0

25 942.80904158 -

26 - 1166.6666667

27 0 0

28 707.10678119

29 57.190958418 -

30 1166.6666667 -

31 0 0

32 0 0

33 - 1707.1067812

34 0 -

35 0 0

36 0 0

37 471.40452079

38 0 0

39 833.33333333 -

40 0 0

41 707.10678119

42 - 166.66666667

43 0 0

44 0 0

45 0 0

46 - 707.10678119

47 166.66666667

48 0 0

49 707.10678119 -

50 0 0

51 - 166.66667

52 - 707.10678

53 166.66667 -