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- Introduction of Midas Gen -
Introduction 30 ft ft 8 in 6 ft 32 ft 1. Beam Element Composite Section 2. Select Steel under type of design. Select AW type from DB. Click Apply. Concrete: 5. Select Concrete under type of design. Select C for pier and pier table. Concrete for Crossbeam: 9. Enter Name as Crossbeams. Set Weight density as Zero. Click OK. Select I-section 2. Select User 3. Plug in dimensions as provided 4.
Click Change Offset 5. Select Center-Top 6. Change Offset to Center —Top. Set Offset as Center-Center. Pier : 7. Select User. Enter name as Pier. Enter Diameter as 72 in.
Pier Cap Center: Name as Pier Cap Center. Set Offset as Center —Top. Select Tapered Section Tab. Select Solid Rectangle section for the ends of Pier Cap. Enter values for i and j. Apply y and z axis variation for linear. Set Offset Center Top. Select Solid Rectangle 3. Enter name as Dummy Crossbeams. Set Offset as Center-Bottom. Check Plate offset 3. Value: 4 in 4. Modeling 1. Create nodes at 0,0,0 and copy once.
Create node at ,30,0 3. Enter 40 for Number of Segments. Click in field P1 and then click on nodes from left to right like nodes 1, 2, 3 2. Repeat for the other four girders. Select beam element of two exterior girders, be aware that only beams elements should be selected not any nodes 2.
Hit Delete key from your keyboard. Create diaphragms for Abutment 1. Click in nodal connectivity field and click on nodes 7,1,4. Repeat step 1 for diaphragm over Pier Cap and Abutment 2. Repeat Step 1 for every 4th node diaphragm at pier cap on inner edge girder with section as Bracing as shown. Modeling - End Diaphragm 1. Create bottom chords by connecting the translated nodes using bracing sections. Modeling - End Diaphragm 3. Change element type to Truss and create inverted K- bracings for end diaphragms by snapping nodes at the mid points of the bottom chord.
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