Highly appreciable for making the videos sir, which are very much helpful .. sir at point D we should get negative moment as its fixed support. but we got end moment as positive, and in moment diagram for vertical member (BD) you have sketch in one direction when we have positive and negative. could you please clarify. it will be very much helpful
These are the formulas for the bending moment in simply supported beams. These three formulas are more common. For another type of loadings (Point Moment, Triangular loads) kindly refer other videos with such loading
Highly appreciable for making the videos sir, which are very much helpful .. sir at point D we should get negative moment as its fixed support. but we got end moment as positive, and in moment diagram for vertical member (BD) you have sketch in one direction when we have positive and negative. could you please clarify. it will be very much helpful
Hi may I know why we use 2EI/L at MBC and MCB instead of 3EI/L?
Very nice
sir how to solve if 24 KN load acts upon support C
Thanks
If i solve equation 3 and 7 . Is it also correct??
14:46, where can I find these formulas?
These are the formulas for the bending moment in simply supported beams. These three formulas are more common. For another type of loadings (Point Moment, Triangular loads) kindly refer other videos with such loading