tugas & uts struktur kuda-kuda kayu, ika desiyanti(1).xls

8/19/2019 Tugas & UTS Struktur Kuda-kuda Kayu, ika desiyanti(1).xls

1/53

TUGAS STRUKTUR KA

Nama : IKA DESIYANTI

N I M : 20114100461

Jurusan : TEKHNIK SIPIL / V

Mat Kul : STRUKTUR KAYU

Dosen : IR.TRIJETI MT

Unive!i"#! M$%#&'i(#% J

JALAN *EMPAKA PUTIH TENGAH 2+,JAKARTA


2/53

U 1

)#"#

USAT 10-10


3/53

125 125

RANGKA K

125 125 125

a1 a2 a3

b1

v1

d1

v2

d2

v

b3

b2


4/53


5/53

125 125

2

2

3

1

6

7

1

1

1

125 125 125

DA-KUDA

1000

125 125 125 125

1000

a4 a5 a6 a7

d3

v4

d4v5

d5 v6

d6

b7

b6

b5

b4


6/53


7/53

a1 1.25a2 1.25

a3 1.25

a4 1.25

a5 1.25

a6 1.25

a7 1.25

a8 1.25

b1 1.37

b2 1.37

b3 1.37b4 1.37

b5 1.37

b6 1.37

b7 1.37

b9 1.37

v1 0.56

v2 1.11

v3 1.67

v4 2.23

v5 1.67

v6 1.11

v7 0.56

d1 1.38

d2 1.67

d3 2.09

d4 2.09

d5 1.67

d6 1.38

namabatang

Panjang(m)

5

6

125

125

a8

v7 b8


8/53

TOTAL 40.15


9/53

Universitas Muhammadiyah Jakarta

Fakultas Teknik

Diketahui :

Kuda -Kuda Kayu : Kayu kelas ( 1000 kg!3 "

#al$k G$%d&'g : 8 15 )!

*e'u+u, A+a, ( Asbes " : 11 kg

.a%ak Kuda-Kuda : 3/7 !

a 1/25 ! #e

' 24 K

b a

$s ( 1/25

0/1

1$)* m Ke

1$ Disain +ordin,

-e(an Mati . D/

a/ #eba' ,e'u+u, a+a, 11 1/37

b/ #e%a+ G$%d&'g 0/08 0/15 1000

-e(an idu" . //

#eba' =&du, 100 kg

10$00 k, (9ae+y ;a)+$% 60


10/53

Kekua+a' Kayu G$%d&'g ( A+u%a' 9N Kayu 2002 "

K$de u+u Kayu

Kua+ ?e'+u% (;b " 32

32

7

y

B C ;b

0/85 0/8 320 300

250 k,>m 2$5 k,m

B C ;b

0/85 0/8 320 160

)451 k,>m )45$1 k,m

9ers E 1

y

185/5 82/71138

652/8 348/16 0/28485285 0/237762

< 0$224303 ? 1 . Konstruksi aman

6ek /endutan Ma7imum :

< ? < 370 < 1$5

200 200

@ < 1400 ,a < 140000 k,mA

I7 < 1

12

< 1 8 15 F

12

< 0/083 27000

< 220

Iy < 1 / bF/

12

< 1 8F 15

12

< 0/083 7680

< 40

< 5 1 *l/?F

384 48

< 5 0/27 370 ⁴ B 1 146/17 37

384 140000 2250 48 140000 22

< 0/230 B 0/40

< 0$*2 >m

< 5 1 *ly/?F

384 48

C E ; =

M7

My

D dy

F iGin

/ b/F

>m

>m

F7 >D? / ?4

Fy >D?y / ?4


11/53

2$ Disain Kuda H Kuda

2/1 -e(an Mati Kuda H kuda . D/

8 Dead /oad . D/

a$ -erat 9enutu" ta"< #e%a+ a+a, ,e'u+u, (asbes" b ?

11 b ?

11 1/37 3/7

$5320* k,

($ -alok +ordin,

< Uku%a' G$%d&'g ? #e%a+ .e'&s Kayu

0/08 0/15 3.7 1000

44$4 k,m

>$ -alok Kuda H kuda

# 40/15 # ?

8

8 40/15 8 3/7

8

1*5$1 k,

55/686207 44/4 178/16 2*5$24 .!aety Fa>tor 20

)))$53 k,

2/2 -e(an idu" Kuda H kuda . 9//

100 kg 60< 10 k,

2/3 -e(an idu" n,in .

25 k!2

1 0/8 ( A'g&' I&u, "

2 0 4 ( A & "

LD/

L//

125 125 125 125 125 125 125

1000

1 /HD?2

HD?

HD? HD?

HD?

125 125 125 125 125 125 125

1000

1 /*1

2

##AN ANGN KR ("*1 A'g&' I&u,

*2 A'g&' =&sa,

*1

*1

*1

1 /*12

*2

*2

1 /*22

H??

125 125 125 125 125 125 125

1000

H??

H??

H??

H??##AN =DU* (??" H??

H??

H??


12/53

2/3/1 n,in Kiri

n,in Kiri . 91 Tiu"

J ( - " *1 x ( " *1 x J ( "

81/00 x 0/1 81/00 x 0/41

*4$00 K, )2$3 K,

J ( - " *1 2 x $s 24⁰ ( " *1 2 x 9&' 24⁰ J ( "

40/50 x 0/1 40/50 x 0/41

)*$00 K, 1$4* K,

2/3/2 n,in Kanan

n,in Kanan . 91 Tiu"

J ( - " *1 x $s 24⁰ ( - " *1 x 9&' 24⁰ J ( "

81/00 x 0/1 81/00 x 0/41

*4$00 K, )2$3 K,

J ( - " *1 2 x $s 24⁰ ( - " *1 2 x 9&' 24⁰ J ( "

40/50 x 0/1 40/50 x 0/41

)*$00 K, 1$4* K,

$s 24⁰ 9&' 24⁰

125125125125125125

1000


13/53

: Ika Desiyanti

: 201141001

: Teknik !i"il

r : # $ : Konstruksi Kayu

: Ir$ Tri%eti& MT

(kg !2"

10000

5000

5000

a)+$% 20


14/53

)00 >mA

10 >mA


15/53


16/53

a"

( " *2 x 9&' 24⁰

-40/50 x 0/41

H1$4* K,

( " *22 x 9&' 24⁰

-20/25 x 0/41

H5$24 K,

sa"

( - " *2 x 9&' 24⁰

-40/50 x 0/41

H1$4* K,

( - " *22 x 9&' 24⁰

-20/25 x 0/41

H5$24 K,


17/53

N e#n M#"i e#n Hi'$ e#n An3in

#"#n3 Kii

a b

a1 1765.89 846.22 422.62

a2 1908.71 914.65 428.69a3 2065.75 989.91 437.32

a4 1776.32 851.21 355.41

a5 1776.32 851.21 231.11

a6 2065.75 989.91 190.33

a7 1908.71 914.65 129.91

a8 1765.89 846.22 115.66

b1 !2009.72 !963.05 !188.64

b2 !2274.85 !1090.11 !238.88

b3 !1976.48 !947.13 !181.11

b4 !1605.29 !769.25 !116.01b5 !1605.29 !769.25 !154.02

b6 !1976.48 !947.13 !152.52

b7 !2274.85 !1090.11 !144.79

b8 !2009.72 !963.05 !110.45

v1 !277.89 !133.17 !51.55

v2 !18.16 !8.70 9.43

v3 208.92 100.11 58.36

v4 752.64 360.66 60.60

v5 208.92 100.11 !29.56

v6 !18.16 !8.70 !22.84

v7 !277.89 !133.17 !12.97

d1 188.83 90.49 21.74

d2 !325.45 !155.96 !94.01

d3 !404.78 !193.97 !127.37

d4 !404.78 !193.97 68.63

d5 !325.45 !155.96 52.12

d6 188.83 90.49 62.47

#"#n3 T#i) M#i&$& :

#"#n3 "ARIK Mini&$& :


18/53

e#n An3in

TOTALK#n#n

d

!76.61 2958.12

!73.39 3178.66!60.82 3432.16

!31.91 2951.03

88.28 2946.92

176.66 3422.65

206.59 3159.86

195.50 2923.27

4.99 !3156.42

!27.44 !3631.28

!80.97 !3185.69

!133.17 !2623.72!124.21 !2652.77

!191.58 !3267.71

!252.56 !3762.31

!241.38 !3324.60

9.42 !453.19

!8.84 !26.27

!20.16 347.23

68.84 1242.74

63.71 343.18

18.49 !31.21

!35.68 !459.71

8.61 309.67

34.72 !540.70

54.74 !671.38

!134.79 !664.91

!105.29 !534.58

!26.31 315.48

5452.16 3362.65

5+62.51

125 125

a1 a2

b1

v1

d1

b2


19/53

125 125 125 1

1000

a3 a4 a5

v2

d2

v3 d3

v4

d4v5

b5

b4

b3


20/53

5 125 125

a6 a7 a8

d5 v6d6

v7b8

b7

b6


21/53

1. ANALISA GAYA ATANG

1.1 G#(# #"#n3 A)i#" e#n M#"i 7 A8i)#!i SAP 2000 9

1.2 G#(# #"#n3 A)i#" e#n HIDUP7 A8i)#!i SAP 2000 9

125 125 125 1

a1 a2 a3 a

b1

v1

d1 v2

d2

v3

b

b3

b2


22/53

1.5 G#(# #"#n3 A)i#" e#n An3in Kii 7 A8i)#!i SAP 200

1.4 G#(# #"#n3 A)i#" e#n An3in K#n#n 7 A8i)#!i SAP 2


23/53


24/53

5 125 125 125 125

1000

4 a5 a6 a7 a8

d3

v4

d4v5

d5 v6d6

v7b8

b7

b6

b5


25/53

9

00 9


26/53


27/53


28/53


29/53


30/53

PERHITUNGAN ATAN

"#$%A$A

#15 !!& # ' 140000

t ' 310

' 310v ' 51

' 130

A*TO" TA+A$A$

, T-an ' '

, Ta/ ' t '

, tabta ' '

' 15

b ' 8

La ' A b/t ' b x

at ' A n-tt ' 80 b/t

Pa ' A n-tt ' 90 b/t

Paa ' A n-tt ' 70 b/t

TARIK P ' batang ta/ max ' 5,452.16

:anjang ' 1.368

#15 ' t ' 310

8;15 ' A n-tt

' 8 x 15 x 80' 96

' t x t

' 0.8 x 310

' 248

' x A n-tt

' 248 x 96

' 23808 g

T ' < x t x

*g;m=

*g;m=

*g;m=*g;m=

> *g;m=

g;m=

m=

t?

g;m=

T? t?

T @ < t T?

T?


31/53

' 0.8 x 0.80 x 23808' 15237.12 g

P "#i) T$

5,452.16 1-,25+.12 ;#n;

TEKANP ' batang t-an max ' 5,+62.51

' 31 :a

' 310

' 0.9

< ' 0.8

' x

' 0.90 x 310

' 279

' x A n-tt

' 279 x 96

' 26784 g

P '

' 0.8 x 0.9 x 26784.00

' 19284.48 *g

P "e)#n P$

5,+62.51 1


32/53

Perhitungan Geser

$ x

3762.31 x 0.91 ' 3437.04 *g

' < . .m . b . Ev

1 F 025 . m;-m

' 08 . 09 . 20.0 x 10 x

1 F 0.25 x

' 0.72 5100.00

> 3672.00 *g &

> 5,6+2.00 K3 ? 5,45+.04 @)

G

$ G


33/53


34/53

TARIK #$HI!#$HI

0.90

0.80

0.85 A

Ja/!ja/ g/a ' ' /

1

*-angngan

Lbang ' b x 1

A!n-tt ' A b/t ! A bang

Kd:aaK

#

g.

m ' 136.83 m

P-

M

N ' -

Ix

# 05

P

LUANGAUT


35/53

%:

g.

:

T

' 5 m

' 22.5 m

' 20.0 m


36/53

H/-nanaan

! *aC Dnga!ambngan b

b (t-ba aC )

d (dam-t-/ ba

51.00

4.00 Men33$n#

'

<

t-/-

<

2

t-/-

<

n Q


37/53

2

t-/-

<

2

t-/-

<

2

t-/-


38/53

PERHITUNGAN ATANG TE' N ' N

' 1

' - x N

' 1 x 1.370

' 1.37 m' 137 m

' 1;12 x b x

' 0.083 x 10 x

' 2813 m4

' 10 x 15 ' 150

''

' 3.87 m

' R 175/

'137

3.87

' 35.37 R 175

' 140000 , #15

' 0.69 x 140000

' 96600

' A x

' 150 x 310

' 46500 *g

'S= x x A

(- x N

/

'3.14 = x 96600 x 150

35.37 =

'142865604

' 114176.78 *g1251.27

' x P- ' 0.85 x0.8 x

15

m=

U Ix ; AU 2.250 ; 150

- x N

g;m=

g;m=

#05

)=

< . . P


39/53

' ! U !M

2 x

'

1 F 2899

! U !2.899

2 x 08 0.8

' 2.43672092 ! U 5.94 ! 3.6234418

' 2.43672092 ! 1.52

' 0.92

' %: x

' 0.92 x 46500

' 42569.93 g

' < x x :

' 0.8 x 0.90 x 42569.93

' 30650.35 g

P$ T$

1


40/53

n *-a III /tam:ang 1

' 10 m

' 3;4K ' 1.91 m

)#n !#&$n3#n 'en3#n 1 "#&#n3.

24 66 132 114 42 90 103

0/41 0/1 0/74 0/1 0/67 1/00 0/7

ATANG 1 J@INT A

'b

'10.0

' 5.2d 1.91

' 25d b (1!08n24) Jma Cang d:-/an ' 322.13 ' P

' ' 3156.42

' 531.89 322.13

' 9.80' 322.13 ' 10

ATANG v1 J@INT J

'b

'10.0

' 5.2d 1.91

' 25d b (1!08n66) Jma Cang d:-/an

' 128.19 ' P

' ' 453.19

' 456.47 128.19

' 3.54

' 128.19 ' 4

ATANG '1 J@INT J

'b

'10.0

' 5.2d 1.91

' 25d b (1!08n132) Jma Cang d:-/an

' 193.62 ' P

170d2 (1!035n24)

170d2 (1!035n66)

D125 125


41/53

' ' 309.67

' 458.87 193.62

' 1.60

' 193.62 ' 2

ATANG v2 J@INT K

'b

'10.0

' 5.2d 1.91

' 25d b (1!08n66) Jma Cang d:-/an ' 128.19 ' P

' ' 26.27

'419.675131

128.19

' 0.205

' 128.19 ' 1

ATANG v1 J@INT *

'b

'10.0

' 5.2d 1.91

' 25d b (1!08n90) Jma Cang d:-/an

' 95.25 ' P

' ' 453.19

' 401.01 95.25

' 4.76

' 95.25 ' 5

170d2 (1!035n132)

170d2 (1!035n66)

170d2 (1!035n90)


42/53

AN

114176.78 ' 2.8990.90 x 46500


43/53

GAN AUT

?

N

a3 a4 a5 a6

d2

v3 d3

v4

d4 v5

d5

b6

b5b4

b3


44/53

53

0/80

ATANG '2 J@INT K

< 'b

'10.0

d 1.91

' 25d b (1!08n114) ' 128.19

'

2 ' 419.68

ba t-/- ' 128.19

ATANG v5 J@INT L

< 'b

'10.0

d 1.91

' 25d b (1!08n66)

' 128.19

'

2 ' 419.68

ba t-/- ' 128.19

ATANG v2 J@INT D

< 'b

'10.0

d 1.91

' 25d b (1!08n90)

' 95.25

170d2 (1!035n114)

170d2 (1!035n66)

; G125 125 125 125

1000


45/53

'

2 ' 401.01

ba t-/- ' 95.25

ATANG '1 J@INT D

< 'b

'10.0

d 1.91

' 25d b (1!08n24) ' 321.28

'

2 '529.11

ba t-/- ' 321.28

ATANG '5 J@INT L

< 'b

'10.0

d 1.91

' 25d b (1!08n42)

' 221.31

'

2 ' 472.45

ba t-/- ' 221.31

170d2 (1!035n90)

170d2 (1!035n24)

170d2 (1!035n43)


46/53

M ' x P-

'0.85

0.8< . . P


47/53

L

H

a7 a8

v6 d6v7

b8

b7


48/53

' 5.2 < 'b

d

Jma Cang d:-/an ' 25d b (1!0' P ' 128.19

' 540.70 '

128.19 2 ' 419.67513

' 4.22' 5 ba t-/- ' 128.19

' 5.2 < 'b

d

Jma Cang d:-/an ' 25d b (1!0

' P ' 95.25

' 347.23 '

128.19 2 ' 401.01' 2.71

' 3 ba t-/- ' 95.25

' 5.2 < 'b

d

Jma Cang d:-/an ' 25d b (1!0

' P ' 171.97

170d2 (1!0

170d2 (1!0

= 125 125


49/53

' 26.27 '

95.25 2 ' 444.49

' 0.28

' 1 ba t-/- ' 171.97

' 5.2 < 'b

d

Jma Cang d:-/an ' 25d b (1!0' P ' 105.02

' 309.67 '

321.282

'406.54' 0.96

' 1 ba t-/- ' 105.02

' 5.2

Jma Cang d:-/an

' P

' 671.38

221.31

' 3.03

' 4 ba

170d2 (1!0

170d2 (1!0


50/53

x 114176.78' 2.899

x 0.9 x 46500


51/53


52/53

ATANG '4 J@INT N

'10.0

' 5.21.91

n66) Jma Cang d:-/an ' P

' 664.91

128.19

' 5.19' 6 ba

ATANG v5 J@INT E

'10.0

' 5.21.91

n90) Jma Cang d:-/an

' P

' 347.23

95.25

' 3.65

' 4 ba

ATANG '2 J@INT E

'10.0

' 5.21.91

n53) Jma Cang d:-/an

' P

35n66)

35n90)


53/53

' 540.70

171.97

' 3.14

' 4 ba

ATANG '5 J@INT L

'10.0

' 5.21.91

n103) Jma Cang d:-/an ' P

' 671.38

105.02

' 6.39

' 7 ba

35n53)

35n103)

tugas & uts struktur kuda-kuda kayu, ika desiyanti(1).xls

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