Kiki Struktur Balok

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    BATANG 1

    B1= 46 T1= 1

    B2= 1 T2= 46

    B3= 46 T3= 1

    PERHITUNGAN TITIK BERAT

    NO ELEMEN LUAS (Ai) 2i 3i 2i.Ai

    1 I 46 47.5 23 2185

    2 II 46 24 0.5 1104

    3 III 46 0.5 23 23

    Σ = Σ2 =

    138 3312

    0.0138

    PERHITUNGAN INERSIA

    NO ELEMEN I2i I3i 2i 3i

    1 I 8111.333333 3.833333 23.5 7.5

    2 II 3.833333333 8111.333 0 !15

    3 III 8111.333333 3.833333 !23.5 7.5

    Σ4 = Σ5 =

    16226.5 811"

    I2 TOTAL I3 TOTAL

    31751.5 58"26

    0.00058"26

    PERHITUNGAN MO#ULUS PENAMPANG

    24 23

    $ %&%' $ %%*

    2.4553E!005 0.00002562

    BATANG 3

    B1= 56 T1= 1

    B2= 1 T2= 46

    B3= 36 T3= 1

    PERHITUNGAN TITIK BERAT

    NO ELEMEN LUAS (Ai) 2i 3i 2i.Ai

    1 I 56 47.5 28 2660

    2 II 46 24 28 1104

    3 III 36 0.5 45.5 18

    Σ = Σ2 =

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    138 3782

    0.0138

    PERHITUNGAN INERSIA

    NO ELEMEN I2i I3i 2i 3i

    1 I 14634.66667 4.666667 23.5 12.5

    2 II 3.833333333 8111.333 0 12.53 III 3888 3 !23.5 30

    Σ4 = Σ5 =

    18526.5 811"

    I2 TOTAL I3 TOTAL

    66864 58"26

    0.00058"26

    PERHITUNGAN MO#ULUS PENAMPANG

    20.5"4202" 27.4057"71

    $ %&%' $ %%*

    2.8613E!005 2.1501E!005

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    B

    B1= 56

    B2= 1

    B3= 26

    PERHITUNGAN TITIK BE

    3i.Ai 2 3 NO ELEMEN LUAS (Ai)

    1058

    24 15.5

    1 I 56

    23 2 II 46

    1058 3 III 26

    Σ3 = Σ =

    213" 128

    0.0128

    PERHITUNGAN INERSI

    2i+2.Ai 3i+2.Ai NO ELEMEN I2i

    25403.5 2587.5 1 I 14634.66667

    0 10350 2 II 3.833333333

    25403.5 2587.5 3 III 1464.666667

    Σ6 = Σ7 = Σ4 =

    50807 15525 16103.16667

    I2 TOTAL I3 TOTAL

    482"0.66667 53402.66667

    0.000534027

    PERHITUNGAN MO#ULUS

    18.4"21875 2".5078125

    $ %&%' $ %%*

    2.887"E!005 1.80"8E!005

    3i.Ai 2 3

    1568

    27.4058 32.56522

    1288

    1638

    Σ3 =

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    44"4

    2i+2.Ai 3i+2.Ai

    30"26 8750

    0 7187.51"881 32400

    Σ6 = Σ7 =

    50807 48337.5

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    ATANG 2

    T1= 1

    T2= 46

    T3= 1

      AT

    2i 3i 2i.Ai 3i.Ai 2 3

    47.5 28 2660 1568

    2".50781 30.53"06

    24 28 1104 1288

    0.5 40.5 13 1053

    Σ2 = Σ3 =

    3777 3"0"

    I3i 2i 3i 2i+2.Ai 3i+2.Ai

    4.666667 23.5 12.5 30"26 8750

    8111.333 0 12.5 0 7187.5

    2.166667 !23.5 25 14358.5 16250

    Σ5 = Σ6 = Σ7 =

    8118.167 45284.5 32187.5

     PENAMPANG

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    A. INPUT #ATA

    I. IN,ORMASI TITIK KUMPUL

    1.65

    TITIK KUMPUL  KOOR#INAT #A,TAR PENGE

    - / /

    1 0 4."5 1 1

    2 8.25 4."5 0 1

    3 14.85 0 1 1

    4 24.75 3.3 1 1

    II. IN,ORMASI BATANG

    BATANG TITIK TITIK K PANANG () INERSIA (+4)

    1 1 2 8.25 0.00058"26

    2 2 3 8.25 0.0005340267

    3 3 4 10.43551627" 0.00058"26

    B%&% 1

    1 = 0 1 = 4."5

    K1 = 8.25 K1 = 4."5

    L1 = 8.25

    1 = 1

    1 = 0

    B%&% 2

    2 = 8.25 2= 4."5

    K2 = 14.85 K2= 0

    L2 = 8.25

    2 = 0.8

    2 = !0.6

    B%&% 3

    3 = 14.85 3= 0

    K3 = 24.75 K3 = 3.3

    P*i&/%K9'i/' A%*

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    L3= 10.43552

    3 = 0."48683

    3 = 0.316228

    M%&i:' K:%:/%

    B%&% 1   EA;L 334378.2

    12EI;L+3 2517.324

    6EI;L+2 10383."6

    4EI;L 57111.7"

    2EI;L 28555."

    P&/%

    B%&% 2   EA;L 310147."

    12EI;L+3 2281.367

    6EI;L+2 "410.63"   B%&% 1 (KM1)

    4EI;L 5.18E04

    2EI;L 2.5"E04

    B%&% 3   EA;L 26434".2

    12EI;L+3 1243.825

    6EI;L+2 648"."77

    4EI;L 4.52E04

    2EI;L 2.26E04

    B%&% 2 (KM2)

    B%&% 3 (KM3)

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    ANGAN

    >   P9?&i P%?%

    1 E 2.00E08

    0 , 248211.3

    0 ,/ 3""8"6

    1

    MO#ULUS MIN. (+3) LUAS (+2)  KOSINUS ARAH

    2.45525E!005 0.0138 1 0

    2.887850161"4"E!005 0.0128 0.8 !0.6

    2.8612"06403"4E!005 0.0138 0."48683 0.316228

    P&/% M%&i:' R9&%'i %&% (RT)

    1 2 3

    1 0

    0 1

    B%&% 1   RT1 = 1

    1 2 3

    0.8 !0.6

    0.6 0.8

    B%&% 2   RT2 = 1

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    1 2 3

    0."48683 0.316228

    !0.31623 0."48683

    B%&% 3   RT3 = 1

     M%&i:' K:%:/% S// L9:%<

    1 2 3 4 5 6

    334378.181818182 !334378

    2517.32422" 10383."6 !2517.32 10383."6

    10383."6245 57111.7" !10384 28555."

    !334378.181818182 334378.2

    !2517.32423 !10384 2517.324 !10384

    10383."6245 28555." !10384 57111.7"

    1 2 3 4 5 6

    310147.87878787" !310148

    2281.366"13 "410.63" !2281.37 "410.63"

    "410.638516 5.18E04 !"410.64 2.5"E04

    !310147.87878787" 310147."

    !2281.366"1 !"410.64 2281.367 !"410.64

    "410.638516 2.5"E04 !"410.64 5.18E04

    1 2 3 4 5 6

    26434".16360283" !26434"

    1243.824715 648"."77 !1243.82 648"."77

    648"."7652" 4.52E04 !648"."8 2.26E04

    !26434".16360283" 26434".2

    !1243.82471 !648"."8 1243.825 !648"."8

    648"."7652" 2.26E04 !648"."8 4.52E04

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    P&/% M%&i:' T%

    4 5 6 1 2

    1 1 0

    2 0 1

    3 RT1 =

    1 0 4

    0 1 5

    1 6

    4 5 6 1 2

    1 0.8 0.6

    2 !0.6 0.8

    3 RT2 =

    0.8 !0.6 4

    0.6 0.8 5

    1 6

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    4 5 6 1 2

    1 0."48683 !0.31623

    2 0.316228 0."48683

    3 RT3 =

    0."48683 0.316228 4

    !0.31623 0."48683 5

    1 6

    P&/% M%&i:' K:%:/%

    1

    2

    3

    4

    5

    6

    1

    2

    3

    4

    5

    6

    1

    2

    3

    4

    5

    6

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      '?9' (R Ti)

    3 4 5 6

    1

    2

    1 3

    1 0 4

    0 1 5

    1 6

    3 4 5 6

    1

    2

    1 3

    0.8 0.6 4

    !0.6 0.8 5

    1 6

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    3 4 5 6

    1

    2

    1 3

    0."48683 !0.31623 4

    0.316228 0."48683 5

    1 6