@@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?
Thank you Ma'am... Very helpful 💯%
Happy to help..Keep watching
Nice Explanation
Thanks 🙏
Thanks for sharing Ma'am
My pleasure 😊
Very useful
Thanks
Maam when are you going to upload video for how to draw bending moment diagram?.. I really need it. 😣.. And your explanation is fantastic.🙏..
Thanks for reminding me.. I will try to upload it soon.
I have a question and i dont even know what topic it is. Can i drop it here?
Yes sure if it is related to structural engineering
@@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?
@@afolabiseun8775 you need to calculate for the strain in the model
Mam plz make videos on design of rcc steel structure topic cantiliver retaining wall plzz mam
Okay sure