Non-uniform load in wall | Hydrostatic & Earth Pressure | Triangular Loading | ETABS & SAP2000

[@chrisdimitropoulos8974]

Hi I want to design a wind turbine tower which is a tappered section (different outer diameter and wall thickness between top and bottom). I know how to design it as a vertical column (linear and with extrude is see the geometry) and do the section but I want it as an area section like yours. Can you help me?

[@AqsaNeaz]

Excellent video

[@fatemehgholami3494]

please guide me for modeling circular foundation which gallery beneath it and assigning spring to it without warning after analyzing

[@sonjuiktahuidrom4771]

How to get moment manually for the non uniform load that we applied in etabs? Do we need to multiply the with h/3 in ka gama h

[@fatemehgholami3494]

please explain about restrains around circular foundation

[@jasonRhawt]

how would you figure out this if it was a trapezoidal load?

[@civilconst]

That’s basic idea how these load acts

[@sudipmanpradhan3370]

Is this area shell element or plate element?

[@civilconst]

Shell element

[@saddamalikhan5845]

Rcc bridge design ko video pani banaunu paryo

[@magaj5665]

How to apply in ETABS

[@civilconst]

Will upload soon

[@nabinghimire6485]

Hydraulics ioe 4th sem subject ko full course xa vane upload garnu na sir.

[@narayanprasadshrestha6658]

How to contact with you

[@civilconst]

Gmail: [e-mail] Instagram: instagram.com/civil_const/

[@saddamalikhan5845]

Rcc bridge design ko video pani banaunu paryo

[@civilconst]

Aba tesai maa lagdai chu

[@saddamalikhan5845]

@@civilconst waiting for that sir