Drawing Shear Force and Bending Moment Diagrams - Example 6 with Triangular load

Let's keep working through these problems. Today, I will show you how to draw the diagrams for a beam with a triangular load. This one's a bit tricky and involves some techniques we haven't quite familiarized ourselves with. But practice makes... fewer mistakes. Anyways, let's do it!

[@bostonpizzaa8156]

You literally just saved me. I've been searching through videos for hours confused, you cleared it up in 20 mins and gave me a formula to use. You're a lifesaver

[@felixb5395]

You litteraly saved my exam on that, thank you so much ^^

[@emreozcelik5077]

Awesome explanation!

[@mye5676]

i have a quiz tomorrow so thank you v much for this vid

[@anchalsiddharth6393]

You are awesome 😎

[@majeedsofy2050]

How to calculate the other half area of the shear diagram to get the same moment amount of 554.3 but with negative sign?

[@muhammadsheharyar2001]

Please explain how you find zero bending moment at B point

[@bailornjainjainjai8084]

Thanks so much sir...can you drop some video links for me(SFD&BMD)🙏

[@fuadhasan3625]

what software did you use to take this class?

[@hossainahmed3490]

positive moment 554.4 but negative moment not mamatching

[@zainabmofeed4042]

Why was the distributed force multiplied by (1/2)

[@majeedsofy2050]

Hi Zainab ,because you are taking the area of the triangle to compute the concentrated load by 1/2 of base times height.

[@MAnas-el6cd]

Why don't you calculate the negative area for bending moment???? Why????
My question from Pakistan.
Just need your answer. And I knew you would never answer it. 😒🙁😢