The deformations of master and slave nodes of a rigid link are not exactly same. How does the software consider beam property changes with pre-stressing tendon?ħ.What is the basis of P-Δ analysis in midas Civil? Secondary moment from P-Δ analysis matches with classical method calculation using actual stress rather failure stress. Why is there a kink while elements activated in different construction stage are connected, when graphically viewing the results?Ħ. Why is the pre-stress elastic deformation loss sometimes positive?ĥ. How is a truss element and a cable element considered in midas Civil?Ĥ. What is the difference between lane element and cross beam method for vehicular load distribution? When should each be used?ģ. What is the difference between rigid link and rigid type elastic link?Ģ. What does the error ‘PSC/Composite type of beam section temperature cannot be applied to section of the element’, imply?ġ. How to get concurrent reactions due to moving load?Ģ3. How to input temperature gradient load for a general or PSC section?Ģ2. How to input surface spring coefficient for underground structure?Ģ1.

What kind of boundary conditions & elements are available in eigenvalue, response spectrum, and time history analysis?Ģ0. Plate thickness is not visible in the model while viewing solid view, why?ġ9. How to make a taper from composite T section to composite Iġ8. How is the varying longitudinal stiffness of ballast/concrete bed considered for rail track analysis?ġ7. What are Wood Armer moments? How to view in midas Civil?ġ6. How to import a section from an AutoCAD *.Dxf file?ġ5. How to reduce the section capacity to model a cracked section approximately?ġ4. How to use the material properties defined in one model file in any other model file, without defining it again?ġ3. How to import PSC cable profile from AutoCAD drawing?ġ2. How to create a composite PSC / RCC section with an unsymmetrical slab?ġ1. How to model bearings? How to rotate bearings in case of curved bridge?ġ0. Why are certain supports/links, though defined in the model are not applied while performing analysis?ĩ. How to define more modes of vibration? Only a single mode is shown on performing response spectrum analysis.Ĩ. Warnings displayed during analysis that certain load cases have not converged. How to copy tendon profile of one girder to all other girders?Ħ. How to generate uniform tapering irrespective of the number of segments?ĥ. Error is displayed that no element is on the defined lane.Ĥ. How to define moving load to curved bridge? 2 point method is not working. How to provide support at base of a curved bridge deck?ģ.

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