Beam Stresses (Equivalent)
|
|||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||
Check equivalent stresses such as Von-Mises and Tresca stresses in beam elements in Contours. Entire equivalent stress distribution can be verified for irregular shape steel structures. This feature is available when "Calculate Equivalent Beam Stresses (Von-Mises and Max-Shear)" option is checked on in Main Control Data dialog box. Applicable section shapes: Angle, Channel, H-Section, T-Section, Box, Pipe, Double Angle, Double Channel, Solid Rectangle, Solid Round Applicable analysis type: Static Analysis and Response Spectrum Analysis |
|||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||
From the Main Menu select Results > Results > Stresses > Beam Stresses (Equivalent) |
|||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||
Type of DisplayDefine the type of display as follows :
Output Section Location Assign the section location at which internal stresses of the beam elements are produced in numerical values. I: Display the stress at the start node (N1) of a beam element. Center: Display the stress at the center of a beam element. J: Display the stress at the end node (N2) of a beam element. Max: Display the maximum stress among the stresses at the quarter points of each beam element, at the center of each element. All: Display i, j & Max simultaneously.
Batch Output Generation ( , ) Given the types of analysis results for Graphic outputs, generate consecutively graphic outputs for selected load cases and combinations. A total number of files equal to the products of the numbers of checked items in the three columns of the dialog box below are created.
|
|||||||||||||||||||||||||||||||
|