Suspension Bridge
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Suspension Bridge Wizard automatically creates 2D or 3D suspension bridge models while it calculates the undeformed lengths of cables and hangers at the same time. Based on the bridge model created from the wizard, additional modeling operations such as adding girders, modifying the shape of pylon, and entering the load and boundary conditions are done. Upon finishing modeling, the final undeformed lengths, the geometric shape, and the internal member stresses are calculated using the function in Analysis > Suspension Bridge Analysis Control. |
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From the Main Menu select Structure > Wizard > Suspension Bridge. |
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Enter the coordinates of the basic nodes defining a suspension bridge 3-Dimensional: Check to model a 3-dimensional model. A: Origin point of the cable A1: Origin point of the girder B: Top of the left tower C: Center point of the cable Asymmetric Bridge: Check if the bridge is asymmetric. D: Top of the right tower E: End point of the cable E1: End point of the girder H1: Height of the left tower H2: Height of the right tower
Enter the distances between the hangers. Left : Hanger spacing and loadings in the left span Center : Hanger spacing and loadings in the center span Right : Hanger spacing and loadings in the right span Note
Material, Section: Enter the material and section properties for Main Cable Side Cable Typical Hanger End Hanger Deck Pylon Note
Width : Width of the deck Depth : Depth of the deck (If the depth remains blank, the wizard models the deck with a single girder system. However, if the depth is specified, it models a framing system with truss elements that connects a top and bottom girders.) Deck depth is only used for formwork. For more detailed analysis, the user needs to accurately model the deck by including the stiffness. Unit Weight : Enter the unit weight of the deck. Since 2D suspension bridge has mono-type main cables, one row of hanger supports the unit weight assigned. On the other hand, 3D suspension bridge model has dual-type main cables, and the unit weight assigned to two rows of hanger supports. Therefore, half of the unit weight of deck is supported by each row of hangers.
Note In the case of a bridge without hangers, only uniformly distributed loads are permitted.
G1 : Distance from the end of the deck on the left span to the left pylon. G2 : Distance from the end of the deck on the center span to the left pylon. G3 : Distance from the end of the deck on the center span to the right pylon. G4 : Distance from the end of the deck on the right span to the right pylon.
Slope: Define the shape of deck simply by specifying the slopes of each side span and the arc length of the center span. Left Slope(%) : Slope at the left end of the arc Arc Length(m) : Arc length Right Spole(%) : Slope at the right end of the arc Note Coordinate: Directly specify the Z coordinates of the deck to define the shape as desired by the user. Note
X-Y Plane : Display the model on the X-Y Plane. X-Z Plane : Display the model on the X-Y Plane. Bitmap: Display the position and shape representing the data. Drawing: Display the overall shape of the bridge using the data entries.
Horizontal Force: Horizontal forces of the main cable, which is based on the initial equilibrium state defined by the user, is automatically calculated and displayed in real time.
Note
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