There is no load between point A and C (that's why) and if you recall, rule for drawing SFD is that , no load :- straight line, udl:- inclined line and for uvl :- 2⁰ parabolic curve. ( Note:- between two points ) Edited:- There are better explanation videos you can look into.👍
Very nice sir❤
Thanks
Dear sir ,at point C bending moment 1.25÷2 is 0.625 but you put 0.0625 is it mistake.
Dear sir at point C 1.25÷2 is 0.625 but you put 0.0625. It is mistake?
its -0.5*0.125 = -0.0625
❤
Please, why is it that at point c, the shear force is the same to that of point a
There is no load between point A and C (that's why) and if you recall, rule for drawing SFD is that , no load :- straight line, udl:- inclined line and for uvl :- 2⁰ parabolic curve. ( Note:- between two points )
Edited:- There are better explanation videos you can look into.👍
Bakwaas explanation