anstruk1.xlsx

Nama : Trisna Adetia RNIM: 1305212

Analisis Struktur III

4 t/m

G 2 H 3 I

3

3 3 8 t 4 m

5 t/m

D 4 E 6 F

3.5 3.5

6 6 6 6 m

A B C

5 m 7 m

Fixed End Moment :

= 10.417 tm

= 8.333 tm

= 16.333 tm

= 27.417 tm

K-Values :

1.000

0.750

0.400

0.429

0.800

0.857

Rotation Factors :

-0.196 -0.136

-0.147 -0.182

-0.192 -0.326

-0.147 -0.238

-0.110 -0.318

-0.174 -0.157

MFED = -MF

DE =

MFHG = -MF

GH =

MFIH = - MF

HI =

MFFE = - MF

EF =

KAD = KBE = KCF =

KDG = KEH = KFI =

KGH =

KHI =

KDE=

KEF=

RDA = RHI = RFI =

REB = RIH = RED =

RFC = RGD = REF =

RDG = RHE = RFE =

REH = RIF = RHG =

RGH = RDE =

1⁄12 � ��2

1⁄12 � ��2

1⁄12 � ��2

1⁄12 � ��2 + (� ��2)/�2

(K= )�/�

(−0,5� � /�� )��



Restraint Moment :

-10.417 tm -8.333 tm

-17.000 tm -8.000 tm

27.417 tm 16.333 tm

Displacement Factors :Since the K-values for the colomns in both the storeys are equal, the distribution factors are :

-0.5

-0.5

= 2.646151 tm

= 5.594437 tm

= 6.311594 tm

= 5.907131 tm

= 6.636131 tm

= -11.11071 tm

= 4.443251 tm

= -27.60298 tm

= -17.23396 tm

= -7.04561 tm

= 10.93885 tm

= 9.339085 tm

= 15.09212 tm

= -9.477212 tm

= 20.63706 tm

= -5.592961 tm

= -11.8747 tm

MD = MG =

ME = MH =

MF= MI =

DDA = DEB = DFC =

DGD = DHE = DIF =

MDA

MGD

MHE

MEB

MEH

MFI

MDG

MEF

MHI

MDE

MHG

MIH

MED

MFC

MFE

MGH

MIF

( Mi = ΣMFIJ )



G H

-8.3

-0.1

7 -8.3 8.3

-0.1

26

69

68

32

6

-8.0

-0.1

35

74

66

06

3

-16.31.449 0.83 0.889

-0.326 0.941 0.97 -0.238 1.040.0 0.941 0.86 0.0 0.922

2.717 0.956 0.83 1.56 0.891.764 0.958 0.82 1.82 0.8821.765 1.611.792 1.561.80 1.54

-0.5

0.9

6

1.1

4

1.2

7

1.3

3

1.3

5

1.3

5

-0.5

0.9

6

1.1

4

1.2

7

1.3

3

0.646 1.870.663 1.87

0.707 1.88

0.815 1.85

1.132 1.57

D 0.0 E 0.0

-0.147 -0.110

-10.4

-0.1

56

86

27

45

1

-10.4 10.4

-0.1

17

40

04

19

3

-17

-0.1

25

78

61

63

5

-27.421.208 1.67 1.791

-0.196 0.87 1.97 -0.147 2.110.0 0.754 2.00 0.0 2.147

-0.144 1.51 0.707 2.00 2.09 2.141

-0.117 1.087 0.689 1.99 2.46 2.136

-0.126 0.943 2.50

-0.164 0.883 2.50

-0.127 0.861 2.49

-0.5

0.5

0.7

4

0.8

4

0.9

0

0.9

2

0.9

2

-0.5

0.5

0.7

4

0.8

4

0.9

0



A B

Since the K-values for the colomns in both the storeys are equal, the distribution factors are :−1,5/3



I

16.3

-0.1

81

81

81

81

8

16.3-3.13-2.71 -0.318-2.66 0.0-2.66 -5.48-2.67 -4.75

-4.65-4.66-4.66

1.3

3

1.2

7

1.1

4

0.9

6

-0.5

1.3

5

-3.90-3.89

-3.85

-3.77

-3.41

F 0.0

-0.144

27.42

-0.1

64

38

35

61

6

27.4-3.90-4.31 -0.192-4.40 0.0

-4.44 -4.55

-4.46 -5.03

-5.14

-5.18

-5.20

0.9

0

0.8

4

0.7

4

0.4

8

-0.5

0.9

2



C

anstruk1.xlsx

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