As you can see, you can define properties by yourself if you select 'None' as concrete standard. Do contact for any further clarification. But for forces this load combination should not be considered, but instead just the creep secondary forces are to be considered. Once I have a better understanding of how to model spliced, post-tensioned, concrete I-girders in Midas Civil, I will be creating a full grillage model. Please reference the attached beam line model. Answer:Hi, When you define the material for PSC section to use 'PSC Design tool', you should select 'Concrete' as type of design on 'Material Data' dialog as shown below. While considering the deformations, creep primary has to be included. Question: Hello, I am modeling a spliced, post-tensioned, concrete I-girder in Midas Civil, and am in need of some direction. When trying to assign a Design/Output Position for the PSC Design, I get the following error message: “Only PSC Beam Type Element is Applicable.” Is the section that I used not compatible with the PSC Design tool? Thank you in advance for your help. The program ignores the values of load factors and combination factors for.

The tendon stresses of the 4 girders that is 16 tendons are as follows.

Ratio: Ratio of ((TEd/TRd, Max) + (VEd/VRd, max)). Although the program successfully completes the analysis, when I try to perform the PSC Design check for AASHTO LRFD, I get the following error message: “Data for PSC design does not exist.” What data is required to run the PSC Design? Can you specifically point out what is missing in my file to be able to run the PSC Design? 2. This is a way how you distinguish them from traffic loads and permanent loads. Bridge Using Midas Civil M 1Jagandatta, G 2Yaswanth Kumar and S Suresh Kumar3 1P.G Student, Structural Engineering, Department of Civil. Question: Hello, I am modeling a spliced, post-tensioned, concrete I-girder in Midas Civil, and am in need of some direction.

Load combination in midas civil