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

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    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

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    U 1

      )#"#

      USAT 10-10

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    125 125

    RANGKA K

    125 125 125

    a1 a2 a3

    b1

    v1

    d1

      v2

    d2

    v

    b3

    b2

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

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    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

    d4 v5

    d5   v6

    d6

    b7

    b6

    b5

    b4

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    a1 1.25 a2 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

    nama batang

    Panjang (m)

              5

              6

    125

    125

    a8

    v7 b8

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     TOTAL 40.15

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    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

     10$00 k, (9ae+y ;a)+$% 60

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    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  82/71138

    652/8 348/16  0/28485285  0/237762

    < 0$224303 ? 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

    < 220

    Iy < 1 / bF/ 

    12

    < 1  8F  15

    12

    < 0/083  7680

    < 40

    < 5   1  *l/?F

    384   48  

    < 5  0/27  370 ⁴ B 1  146/17  37

    384 140000  2250 48 140000  22

    < 0/230 B 0/40

    < 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

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    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

     $5320* 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,

     55/686207  44/4  178/16    2*5$24  .!aety Fa>tor 20 

     )))$53 k,

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

    100 kg  60<  10 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 ANGN KR (" *1  A'g&' I&u,

    *2  A'g&' =&sa,

    *1

    *1

    *1

    1 /*1 2

    *2

    *2

    1 /*2 2

    H??

    125 125 125 125 125 125 125

    1000

    H??

    H??

    H??

    H??##AN =DU* (??"  H??

    H??

    H??

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    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

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      : Ika Desiyanti

      : 201141001

      : Teknik !i"il

    r : #   $ : Konstruksi Kayu

      : Ir$ Tri%eti& MT

      (kg  !2"

    10000

    5000

    5000

    a)+$% 20

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     )00 >mA

     10 >mA

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      a"

     (  "  *2 x 9&' 24⁰

     -40/50 x 0/41

     H1$4* K,

     (  "  *22 x 9&' 24⁰

     -20/25 x 0/41

     H5$24 K,

      sa"

     ( - "  *2 x 9&' 24⁰

     -40/50 x 0/41

     H1$4* K,

     ( - "  *22 x 9&' 24⁰

     -20/25 x 0/41

     H5$24 K,

     

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    N e#n M#"i e#n Hi'$ e#n An3in

    #"#n3 Kii

    a b 

    a1 1765.89 846.22 422.62

    a2 1908.71 914.65 428.69 a3 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&$& :