Analysis of Multi storey frame using Moment Distribution Method: Numerical Example

This video explains the analysis of multi-bay multi-storey frames, the concept of axis symmetry in the analysis of symmetrical multistorey frames. This video also explains the step-by-step procedures to solve numerical examples on analysis of multistorey frame.

[@KUMARKUMAR-dr4ft]

Thank you Ma'am... Very helpful 💯%

[@DrSuchitaHirde_CivilEnggVideos]

Happy to help..Keep watching

[@monadas1320]

Thanks for sharing Ma'am

[@DrSuchitaHirde_CivilEnggVideos]

My pleasure 😊

[@azizshahab9708]

Very useful

[@DrSuchitaHirde_CivilEnggVideos]

Thanks

[@alexralte7575]

Maam when are you going to upload video for how to draw bending moment diagram?.. I really need it. 😣.. And your explanation is fantastic.🙏..

[@DrSuchitaHirde_CivilEnggVideos]

Thanks for reminding me.. I will try to upload it soon.

[@mdfaisal2050]

Mam plz make videos on design of rcc steel structure topic cantiliver retaining wall plzz mam

[@DrSuchitaHirde_CivilEnggVideos]

Okay sure

[@afolabiseun8775]

I have a question and i dont even know what topic it is. Can i drop it here?

[@DrSuchitaHirde_CivilEnggVideos]

Yes sure if it is related to structural engineering

[@afolabiseun8775]

@@DrSuchitaHirde_CivilEnggVideos An I section has a depth of 300 mm and moment of inertia of 72 x 10 mm⁶. Its scaled down model is of aluminium with depth 30mm and moment of inertia of 7200mm⁴, Work out the strain in the model corresponding to a flexural strain 30x 10⁶ in the structure. Take E for steel is 200KN/mm² and Aluminium is 80KN/mm². How do I approach this?

[@itaachiii]

@@afolabiseun8775 you need to calculate for the strain in the model