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.
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
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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.
Please can you solve this same question but with point loads at both ends
Sir then what is the point of contraflaxur
The point at which the bending moment diagram changes its sign.
@@CHINMAY_ACADEMY I'm asking where is the point of contra.. in this
Question? Because BMD of this q is not changing any sign.
@Trending Search There is no point of contrflexure here in this question
The udl on left and right will be multiplied by 3 u didn't take that
Please watch the video carefully !!! We have considered it !!
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
Next video
With point load at the end and it's important !!