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  1. This is the home page for the Tutorials space that contains tutorials for all CSI programs, usually with the relevant model attached. Tutorials typically provide step-by-step instructions on how to create specific model or accomplish certain task.

  2. Use the Deck Property Data form to specify a name for the deck property definition, the type of property, the geometry, the material, the unit weight and other parameters. ETABS has built-in default area object properties for DECK1, a metal deck.

  3. CSiBridge offers a single user interface to perform modeling, analysis, design, scheduling, load rating, and reporting. DirectX graphics mode are now enhanced to use DirectX 11 for increased speed and capabilities. DirectX 11 graphics allow for swift navigation of models and fast rotations.

  4. At least one deck section property and one layout line must be defined before a bridge object can be defined. Deck sections are used to define the bridge superstructure. Various parametric deck sections are available. They include concrete box girder, concrete flat slab, precast concrete girder and steel girder deck sections.

  5. A seismic design report can be generated by clicking the Design/Rating > Seismic Design > Repor t command. Complete a Load Rating . Click the Design/Rating > Load Rating > Preference command to display the Bridge Design Preferences form and verify / specify the design code.

  6. Live Load Curb Locations. Distance To Inside Edge of Left (or Right) Live Load Curb: The form measures from edge of deck, whereas the code measures from centerline of the exterior

  7. Results will update as you type. Acceleration. Announcements. Auto lateral load. Bridge Modeler. Basic concepts. Bridge components. Bridge bearings. Bridge bent

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