Hi All
I am modelling and designing multi column pier in Leap, But after applying loads i am getting ambiguous bending moment, also huge reinforcement is showing on designing.
Please find the model attached and any one please can help and check the model and guide how to proceed and what are mistakes i have made in the model.
Hi Vinay
Thank you so much fr replying and your feedback.
I have modeled same structure in the Midas with same loading and moments in the Midas comparatively are very less.
As we can see the bending diagram for dead load is only hogging in the Leap which is not the actual behavior. Therefore requesting you to check the modelling if you have some time so that i can proceed further foe my project.
Thank you
Vivek
+91 7974638191
Hi ,
I tested your file and it looks like the DC , DW and LL have pretty heavy loading on the bearings and that is causing very high Bending moment and shear and because of that there is huge reinforcement .
Please double check the bearing loads for DC , DW and LL.
Also I did not see any out of plane moment for Braking forces load cases. Please double check.
https://drive.google.com/open?id=1fKqMhzU-dmuGDf_3PUIpUsN7L29YF0qN