Why is it so hard to find good quality videos about structural engineering that are not with a wacky indi or arabic accent. Thank you for uploading good quality videos..
All, one correction in the video at the beginning! The channel section will not twist when the load is applied at the shear center and not the centroid! I apologize for the error in the beginning. I will post a video on differences in shear center vs centroid of a section!
Great explanation. Thanks.
Why is it so hard to find good quality videos about structural engineering that are not with a wacky indi or arabic accent. Thank you for uploading good quality videos..
All, one correction in the video at the beginning! The channel section will not twist when the load is applied at the shear center and not the centroid! I apologize for the error in the beginning. I will post a video on differences in shear center vs centroid of a section!
Thanks you so much for your efforts and very nice explanations.
Do you also offer Etabs software class? I would like to know and if yes I like to take courses with you online.
Do I need to consider the torsional effect on two storey residential building due to architectural reason?