Fantastic

poor presentation. racing through it.

where can I get the import file please?

tanx alot

Very Good Tutorial

Perfect

Hi, how have you modelled the water tank??

You are one of the best creators in ENGG design

Great Tutorial

why you did not assign boundary conditions for Abutment?

Can u send me sir water tank design

Link to download the contents is not working

hello, is there a paper in the first example?

May I get the updated links for the model file, spread sheets and presentation slides? Thanks a lot in advance!

Very interest webinar

Transverse elements are considered to have 0 weight but its stiffness links between the girders

S skadaståendelagen 😊

when we import the footing to design+ the programe is not able to import the soil reactions

If you have set your boundary condition to have free rotation, why do you get a hogging moment at the beam ends.

Thank you! It will be fab having an example for modelling not common arches, like segmental ones, and trapezoidal loads acting. Then, it would be good a comparison with closed-formula cases. Best!

You showed mass participation 92.1 kN in Z direction and 91.1 kN in Y direction (There are masses, not percentage). Mass participation in percentage in 83 and 80 respectively.

Can we model these connection in MIDAS GEN ? As it is a generic program g?

Transverse material is weightless?

thx for your video. Why transverse elements are not seen in the 3 CS , what is the material for transverse element?

please tell me how can I input correctly density value 2.5e-5? When I input density value 2.5e-5, but error occur like this (density is invalid, it should be greater than 0).

Good day sir. There is any information when and after Analysis: Displacement Error Norm... The case is same with me. How to fix it? I already fix it by iteration, Subspace Dimension and Covergence Tolerance in Eigenvalue in Analysis Control but the result is same. Do you have any solution to fix it?

hi sir thank you for this tutoriel can i ask you does the software midas allow us to model independant spans or it only considere continuous spans

What reference do I need to determine the Load Deformation Curve in Multi Linear Springs

Hello sir, I am PG student and my dissertation on design PSC box girder bridge on high speed train loading. For dynamic analysis I required the spreadsheet you shown in webinar on duration 41:50 minutes can you share with me. It was very helpful for me to complete my dissertation.

BD, EL SOFT ME SOLICITA ACTUALIZAR LA VERSION DE LOS DIRECTX, DEL CUAL TENGO LA VERSION 12, ME PUDIERA AYUDAR CON ESO. GRACIAS DE ANTEMANO

BD, EL SOFT ME SOLICITA ACTUALIZAR LA VERSION DE LOS DIRECTX, DEL CUAL TENGO LA VERSION 12, ME PUDIERA AYUDAR CON ESO. GRACIAS DE ANTEMANO

Thank you

Great Video, Thank you you help me =)

Too general explanation. How do you check the members? I would like to see the opening of the sheet. Also how do you make the time history analysis in Midas.. I see, you use the formula, but I would like to see the detailed explanation of how you form the load case in Midas. How do you make the wind loading? Did I miss anything? How do you assign the bearings in design? How do you decide which type of bearing you will use? Thanks for your efforts but I would like to see more..

Hi, could you share the sections & properties input file that you used in the video?

41:48 export to MXt format

OUR NODES ARE IN 0.5m SPACING WHILE DEFINING DYNAMIC NODAL LOADS 1M LENGTH OF NEABOURING NODE IS CONSIDERED. PLEASE EXPLAIN.

can we get pdf

Hi, New Midas version, doesn't accept (14:20) B& H=0 for Dummy Transverse...Can we make it extremely close to Zero?

For a single span bridge of span 40 feet and width of 15 feet, what size I beams should I be using for the girders? Please keep in mind that 50 tonne trucks will be occasionally driving on bridge. It will be a single lane bridge.

Thanks

Thanks

It's a good tutorial, unfortunately I barely hear you.

Thank you sir.

Thanks

In my same model torsion mode mass paricipation is 0 how u got that value in midas

thank you

It seems to me that the wrong damping value is being used. This appears to use 0.04. But that is the logarithmic decay and not the damping ratio.... Needs to be divided by (2*Pi). A lot of the Midas webinars appear to differ on this....

How to edit a line? pls

Ciao Francesco, che piacere sentire un tuo webinar su Midas