Bending Moment and Shear force of Beams Q1
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All Comments (21)
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When he took the moment at the fix point . For step one, the moment should be negative because is clockwise force. that is, -PxL/3-2PL/3+m=0, which yields to the same answer. M=PL
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@howswift he just miswrite the letter theres no big deal with it if u really understand the situation
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Thanks for the video.... It helped me clear my confusion on BMD and SFD for cantilever beams :)
and to those commenting on his attitude.... This is not about his looks or his tone, but about what he knows and how he is presenting it... He is doing a good job at it and he deserves an appreciation for that!!!
Pls cont the good job bst11441 :)
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Thanks for the video.... It helped me clear my confusion on BMD and SFD for cantilever beams :)
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When it comes to finding bending/shear moments, it's easier to draw diagrams, imo.
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wear some clothes....
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Naked maths, interesting!?!
I really hope this guy is wearing pants
alexdendy 2 years ago 50
In step 1 is it Ry = 2P? You have there Py = 2P.
howswift 2 years ago 8