[midas GEN Full Tutorial] RC building seismic design

[@aashishregmi8233]

Hello, How did you apply 30 and 75 as the DL and LL in floor loads. please explain, I am a new user to midas. 16mins and 19 secs. Thanks!!

[@TommasoDonolato]

Hello, can I ask how do you consider the eccentricity between stiffness and masses centre and the accidental eccentricity?

[@sammirzaei5634]

I use it more, how can I find all your video about MIDAS

[@annatonionia]

Thanks for this video. May I ask, in the Response Spectrum load cases why did you use a Scale Factor of 0.125? 25mins and 25 seconds. Thanks

[@desertelang]

It was from Ie/R, where R = 8 from modification coefficient, and Ie = 1 from building risk category.

[@alrogodi]

@@desertelang And, Why did he use later the 1.48 factor for RX direction for Response Spectrum Combination and 1.00 for RY direction?

[@desertelang]

Can you tell me from the video when it shows that value?. @@alrogodi

[@alrogodi]

@@desertelang It is at 29:30 of the video (Scale Up of Response Spectrum Load Cases, Scale Up Factor = 1.48 in RX)

[@desertelang]

Oh, it's because the base shear from static earthquake in X direction is 1.48 higher than the base shear from dynamic response spectrum earthquake X , and for Y direction, probably the static earthquake is lower or have the same value. @@alrogodi

[@nicholasasareokai977]

how do you measure from node to node?? or distance of an element

[@asr2733]

In the beam design is hidden . I can't select it , how can I make it to select

[@alrogodi]

You need to run it all before.