16.05.2016, crane c1 & c2, ll.cis max load

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  • 7/26/2019 16.05.2016, Crane c1 & c2, Ll.cis Max Load

    1/1

    Dead Load = 1

    Live load = 1

    No

    Steel Girder Profil =

    7.77 kN/m

    0.20 kN/m

    0.00 kN/m

    P x LF50.25 kN 50.25

    50.25 kN 50.25

    0.00 kN 0.00

    Q = DL x (Q1 + Q2) =

    Crane 1

    Include Steel Girder & Rail Weight =

    Rail Weight (Q2) =

    Girder Self Weight (Q1) =

    IWF 2500 x 700 x 20 x 36

    Max Wheel Load:

    COMPUTE SUPPORT REACTION CRANE C1 & C2DUE TO "LL.Cis Max" LOAD

    Dead LoadP1 =

    P2 =

    P3 =

    Multiplier Load Factor (LF)

    Wheel Type Load =

    Createdby: Made Eka Prayuda Pande

    Email: [email protected]

    CRANE 1 CRANE 2

    P1

    P2 P3 P4 P5 P6 P7 P8

    X1 X5X2 X3 X4 X6 X7 X8

    Crane moving direction

    . N .

    42.25 kN 42.25

    42.25 kN 42.25

    0.00 kN 0.00

    0.00 kN 0.00

    17.00 m

    15.00 m

    X1 = 12.00 m

    X2 = 5.00 m RA = 14.78 kN 85.72 kN RC = 23.38 kN

    X3 = 0.60 m 61.12 kN

    X4 = 0.60 m 146.84 kN

    X5 = 0.60 m

    X6 = 4.70 m

    X7 = 0.60 m

    X8 = 0.60 mV.RA = 14.78 kN

    M1 = 177.35 kN.m V1 = 14.78 kN

    L Span Left =

    Girder Beam Span:

    Wheel Position Arrangement

    Internal Shear Force in RA =

    RB = RB1 + RB2 =

    Internal Moment Force Reaction in P1 = Internal Shear Force in P1 =

    Crane 2

    Crane Spacing =

    Crane 2 Wheel Spacing =

    P4 =

    P5 =

    P6 =

    P7 =

    P8 =

    Crane 1 Wheel Spacing =

    Outermost wheel distance from RA =

    RB1 =

    RB2 =

    Major Momen Force in Left Span of Girder: Major Shear Force in Left Span of Girder:

    L Span Right =

    L Span L Span

    Left Span Right Span

    RARB

    RC

    . . .

    Position M2 = 0.00 kN.m V2 = -35.47 kN

    12.00 m Left Span M3 = 0.00 kN.m V3 = 0.00 kN

    17.00 m on RB M4 = 0.00 kN.m V4 = 0.00 kN

    17.60 m Right Span M5 = 0.00 kN.m V5 = 0.00 kN

    18.20 m Right Span M6 = 0.00 kN.m V6 = 0.00 kN

    18.80 m Right Span M7 = 0.00 kN.m V7 = 0.00 kN

    23.50 m Right Span M8 = 0.00 kN.m V8 = 0.00 kN

    24.10 m Right Span V.RB1 = -85.72 kN

    24.70 m Right Span

    M.Max = 177.35 kN.m V.Max = 85.72 kN

    Wheel 5 (P5) = X1 + X2 + X3 + X4 + X5 =

    Wheel 6 (P6) = X1 + X2 + X3 + X4 + X5 + X6 =

    Wheel 7 (P7) = X1 + X2 + X3 + X4 + X5 + X6 + X7 =

    Wheel 8 (P8) = X1 + X2 + X3 + X4 + X5 + X6 + X7 + X8 =

    Wheel Distance from RA:

    Wheel 1 (P1) = X1 =

    Max Major Moment Force =

    Internal Moment Force Reaction in P2 =

    Internal Moment Force Reaction in P8 =

    Internal Moment Force Reaction in P4 =

    Internal Moment Force Reaction in P5 =

    Internal Moment Force Reaction in P6 =

    Wheel 2 (P2) = X1 + X2 =

    Wheel 3 (P3) = X1 + X2 + X3 =

    Wheel 4 (P4) = X1 + X2 + X3 + X4 =

    Max Major Shear Force =

    Internal Shear Force in P3 =

    Internal Shear Force in P4 =

    Internal Shear Force in P5 =

    Internal Shear Force in P6 =

    Internal Shear Force in P7 =

    Internal Shear Force in P8 =

    Internal Shear Force in RB1 =

    Internal Moment Force Reaction in P3 =

    Internal Moment Force Reaction in P7 =

    Internal Shear Force in P2 =