MIDASoft - Bridge Library

MIDASoft bridge library containing project case studies, practical applications, and engineer presentations.

concrete shear design

Expert Tip: Concrete shear design based on AASHTO LRFD 5


Solving the previous example from full iteration Now it’s time to solve the previous example from full iteration. For simplicity, interaction with flexure is not considered. In other words, it is assumed that the status is in a pure shear c...

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Expert Tip: Concrete shear design based on AASHTO LRFD 4

Expert Tip: Concrete shear design based on AASHTO LRFD 4


Findings and remarks 1. We can calculate the feasible crack angle ranges for each εx and vu/f’c combination. θ min corresponds to concrete c...
Blog Article on Concrete Shear Design - AASHTO LRFD 3

Expert Tip: Concrete shear design based on AASHTO LRFD 3


Optimum crack angle θ From the previous example, we can catch that there are some possible crack angle ranges for the given εx and vu/f’c. N...
The importance of API and its use

The importance of API and its use


What is Application Programming Interface (API)? The first thought that will come into your mind is exactly what is this API? and why a civi...

Expert Tip: Concrete shear design based on AASHTO LRFD 2


Longitudinal reinforcement Believe it or not, longitudinal forces are caused by shear, and we do need to design/check for these longitudinal...
Simple box culvert

midas Civil: 2D and 3D culverts


The different types of finite element models one can generate 2D, 3D, and 4D finite element models are employed to analyze structures. Since...

midas Civil: P-M Interaction Curve in Midas


Importance of the P-M interaction curve? As we all know, almost all compression members are subjected to moments along with axial loads, mai...
midas Civil: Seismic Analysis of Underground Structures

midas Civil: Seismic Analysis of Underground Structures


Typical underground structures include tunnels, subway stations, underground parking lots, culverts, conduits, etc. These structures should ...