Week 1 Challenge

      To create a new isotropic material definition for use with your model, use the following procedure.

1. Select the Materials page in the Analytical Modeling page control bar.

   The Material - Whole Structure dialog and the Materials table open.

    
2. In the Material - Whole Structure dialog Isotropic tab, click Create.

   The Isotropic Material dialog opens.

   
3. Type a Title to identify the material. This title must be different than the predefined material names or any other existing user-defined material name.
4. Type the values of the Material Properties used for analysis:
   • Young's Modulus, E
   • Poisson's Ratio, ν
   • Density, γ
   • Thermal Coefficient, α
   • Critical Damping
   • Shear Modulus, G
5. Select the Type of Material from the drop-down list.
6. Type the strength values in the Design Properties section. The fields corresponding to the selected material type are active.
7. Click OK.

• Analytical
• Physical
• Building

  steps followed to assign properties in a model.

  Go to roperties tab

• For Concrete---> Define--->Rectangle--->Enter dimension in x and y
• For Steel---> Section database--->Indian---> Choose section   

2.

2.1 six design parameter involved in RCC design.

• Ultimate tensile strength of steel - FU
• Yield strength of steel  -  FY
• Effective length factor -  Kx  Ky Kz
• Length for torsional buckling - LX  Ly  LZ
• Allowable  L / R  in comprssion  - MAIN
• Max allowable local deflection  -  DFF
• Clear cover
• Cmpressie strength of concrete - Fck

Right click and select cursor the option are available

• Node cursor
• Bema cursor
• Plate cursor
• Surface cursor
• Solid Cursor
• Plate and Solid cursor
• Geomatric cursor
• Physical membrane

     Go to the support command in the tool palet command

• Click on create support command
• There we can get option like fixed support , pin support , Fixed but
• Enforced but support
• Cable support
• Inclined support

• To take up a project from the scrach to the end this is need
• To specify the data and compile data recived and analysis and design of structural element
• It contains the assumption and specification to develop the project
• It will help to avoid the scope and the creep that can derail the projec schedule and lead to budget overness
• Contains the general Column drawing
• Contains the projec planning

• It is used for 3D model generation, analysis and multi -material design .
• The STAAD .Pro supports several steel , concrete and timber material in a seprate member
• This seprate member will cordinate and the formed in to a structure

     They are four structural system in staad pro : 

Structure System          Geometry           Loading              Deform                       Joint

Space                                 3D                       3D                    3D                            ANY
Plane                                  2D                       2D                    2D                            ANY
Frame                                2D                   PARPEN TO XZ       PERPEN TO XZ            ANY
Truss                                  3D                        3D                    3D                            Pinned

• Global Axis : Gloabal Axis is fixed in the coordiate system
• Local axis : local axis is variable
• This is used for the orientation of the beam with the load varible

• DBR : Design basis report . And its uses are as follows;
• To take up a project from the scrach to the end this is need
• To specify the data and compile data recived and analysis and design of structural element
• It contains the assumption and specification to develop the project
• It will help to avoid the scope and the creep that can derail the projec schedule and lead to budget overness
• Contains the general Column drawing 

• In fixed condition the node or the end condition are fixed are restrained with the FX , FY, FZ and the moment are also restrained
• In Fixed But condition the node are Fx and MZ are released as it is horizontal rolled support