Bending with UDL

Name: Kapil AgrawalStudent id: 2014pde5032

Select the Material for the Beam

Bending with UDL

Name: Kapil AgrawalStudent id: 2014pde5032

Select Hyper Beam to define crossection of the Beam

Bending with UDL

Name: Kapil AgrawalStudent id: 2014pde5032

Select Property for the Beam

Bending with UDL

Name: Kapil AgrawalStudent id: 2014pde5032

Define Component:

Create Nodes for defining Length of the beam:

Bending with UDL

Name: Kapil AgrawalStudent id: 2014pde5032

Create Bar by selecting all the nodes :

Bending with UDL

Name: Kapil AgrawalStudent id: 2014pde5032

Define Load Collector and Constraints:

Bending with UDL

Name: Kapil AgrawalStudent id: 2014pde5032

Define Load Collector and Force:

Bending with UDL

Name: Kapil AgrawalStudent id: 2014pde5032

Define Load Steps:

Save the Model :

Bending with UDL

Name: Kapil AgrawalStudent id: 2014pde5032

Go to Radioss and save as the model to .fem extension:

Click Radioss to Run the analysis:

Bending with UDL

Name: Kapil AgrawalStudent id: 2014pde5032

Open Two Window option to run Hyperview along with Hypermesh:

Load the file with extension .h3d:

Bending with UDL

Name: Kapil AgrawalStudent id: 2014pde5032

Select Displacement as result type: Maximum value of displacement is: 72mm

Select element stress as result type:

Maximum Stress at C is -657.5 Mpa

Bending with UDL

Name: Kapil AgrawalStudent id: 2014pde5032

Stress at D will be 0

Max Stress at point E will be 657.5MPa