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Awesome lecture sir ☺️☺️
Great lesson sir...simple and crystal clear...no one can explain with this much clarity
@@utkarshsadhu905 bro Ek Se badhkar Ek teacher Hai Abhi tumne Yani variety of teacher nhi dekha for som
@@utkarshsadhu905 Gaurav babu, jaspal sir se padhna kabhi bhai
Badhiya padhaya sir
You are great sir
Mza aa gya Gurudev
Thankyou sir...
Thnx sir u cleared my doubt
Extremely awesome👍👏👏👍👍👍 ❤❤❤❤❤
Amazing 👏
Josh🔥🔥
sir comedy +study ❤❤❤
why concept of shaer flow is applicable to thin sections only.
It's applicable to thick sections too. In the start of the lecture we used shear flow for built up beams, which weren't thin.
Prabhakarna Sripalawardhana Atapattu Jayasuriya Laxmansriramkrishna Shivavenkata Rajasekara Sriniwasana Trichipalli Yekya Parampeel Parambatur Chinnaswami Muthuswami Venugopal Iyer
If we consider U section and load on center of flange, so where is the shear center lie, on its centroid axis? Then how load create anticlockwise M to balance twisting???
Amazing 🎉
Awesome lecture sir ☺️☺️
Great lesson sir...simple and crystal clear...no one can explain with this much clarity
@@utkarshsadhu905 bro Ek Se badhkar Ek teacher Hai Abhi tumne Yani variety of teacher nhi dekha for som
@@utkarshsadhu905 Gaurav babu, jaspal sir se padhna kabhi bhai
Badhiya padhaya sir
You are great sir
Mza aa gya Gurudev
Thankyou sir...
Thnx sir u cleared my doubt
Extremely awesome👍👏👏👍👍👍 ❤❤❤❤❤
Amazing 👏
Josh🔥🔥
sir comedy +study ❤❤❤
why concept of shaer flow is applicable to thin sections only.
It's applicable to thick sections too. In the start of the lecture we used shear flow for built up beams, which weren't thin.
Prabhakarna Sripalawardhana Atapattu Jayasuriya Laxmansriramkrishna Shivavenkata Rajasekara Sriniwasana Trichipalli Yekya Parampeel Parambatur Chinnaswami Muthuswami Venugopal Iyer
If we consider U section and load on center of flange, so where is the shear center lie, on its centroid axis? Then how load create anticlockwise M to balance twisting???
Amazing 🎉