Hello Admin/everyone Please I want a student license for Prota Structure 2021 How do I go about this?
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Dear sir, While doing analysis of a building, I found that the mass participation is zero and time period is unusually large and the base shear is zero due to dynamic analysis so the scaling also cannot be done. It would be ...Read more
AoA SIr. sir in etabs we often face a problem that in column steel required in uper stories is more then than in lower stories, but in common practice the load t=on the column of lower stories is more than the ...Read more
HELLO, I AM QUESTIONING MYSELF IF WE CAN REDUCE LIVE LOAD IN A STRUCTURE USING LIVE LOAD REDUCTION OR PATTERN LOADING, WHERE CAN I USE THIS TWO?
Most simple example to explain the concept the development. Take your first finger and grab it in the palm of your other hand. Now pull the finger applying as much force as you can. At a certain limit the finder ...Read more
In a 3D finite element model, with plates and beams. Does Etabs design the beam as a T-Beam in the sagging moment or as a rectangular beam? How can you get Etabs to design a T-beam for sagging moment and ...Read more
Good day, what is the difference between sway intermediate, sway special, sway ordinary and nonsway in etabs frame type?
I ask Ask about the advantages of the Midas program thinks
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