Wish I could find a resource for turning these diagrams into force polygons. I really can’t figure out the Bows notation for these complexly-loaded beams with multiple distributed, multiple point loads, multiple supports and asymmetrical support points.
@mrwealth60682 жыл бұрын
Please can you solve this same question but with point loads at both ends
@TrendingSearch_ Жыл бұрын
Sir then what is the point of contraflaxur
@CHINMAY_ACADEMY Жыл бұрын
The point at which the bending moment diagram changes its sign.
@TrendingSearch_ Жыл бұрын
@@CHINMAY_ACADEMY I'm asking where is the point of contra.. in this Question? Because BMD of this q is not changing any sign.
@CHINMAY_ACADEMY Жыл бұрын
@Trending Search There is no point of contrflexure here in this question
@erabhi52 жыл бұрын
The udl on left and right will be multiplied by 3 u didn't take that
@CHINMAY_ACADEMY Жыл бұрын
Please watch the video carefully !!! We have considered it !!
@erabhi5 Жыл бұрын
Sir please make a video on a cantilever with Uvl starting zero from fixed left and to maximum at right free end And ssb with Uvl starting from zero at right end to maximum at centre