Uniformly Varying Load with Moment | SFD BMD of Simply Supported Beam with Uniformly Varying Load

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All About Structural Analysis and Design

All About Structural Analysis and Design

Күн бұрын

Пікірлер: 21
@jamesmanilag9053
@jamesmanilag9053 4 жыл бұрын
It's a big help to my subj. Thanks sir.
@structuralanalysisanddesign
@structuralanalysisanddesign 4 жыл бұрын
Most welcome James, we are glad this video helped you, keep watching and all the best
@rakibulhassan7850
@rakibulhassan7850 3 жыл бұрын
The sfd diagram is wrong! Load intensity is increasing so the slope of shear diagram will increase also.
@karthikchowdary7307
@karthikchowdary7307 4 жыл бұрын
The bending moment at a point should be equal in all the cases. But here why it is not..? Is this answer is correct..?
@NaimasultanaSorabrid--
@NaimasultanaSorabrid-- 4 жыл бұрын
Nice explanation.......thanks sir
@structuralanalysisanddesign
@structuralanalysisanddesign 4 жыл бұрын
Thanks and welcome
@karthikchowdary7307
@karthikchowdary7307 4 жыл бұрын
Its wrong how can it be correct explanation
@koustubghasari8695
@koustubghasari8695 4 жыл бұрын
Tq sir 💯🔥
@structuralanalysisanddesign
@structuralanalysisanddesign 4 жыл бұрын
welcome
@kanagarajm7137
@kanagarajm7137 3 жыл бұрын
nice lecture
@Virag...
@Virag... 3 жыл бұрын
Sir I do believe that there has to be the cubic curve in bmd of portion AC of opposite nature of what you have drawn. As shear force is decreasing from A to C , so the slope of cubic curve in bmd in Portion AC will also decrease . So it will look like an arc of an upward parabola (y²=4ax) lying above the x axis which is just opposite in nature of what u have drawn. Let me know if I am correct or not . Thank you for the detailed solution.
@devanshmaheshwari5108
@devanshmaheshwari5108 Жыл бұрын
I think sir took wrong sign convention
@amarami3970
@amarami3970 Жыл бұрын
SFD and BMD sketch for section AC is wrong. It would be opposite which your have drawn.
@karthikchowdary7307
@karthikchowdary7307 4 жыл бұрын
For section DE it will be 32.5(x) -40(x-2)
@pejhonsetareh4723
@pejhonsetareh4723 4 жыл бұрын
For section DE why isn't the length (2-x)?
@pejhonsetareh4723
@pejhonsetareh4723 4 жыл бұрын
Just confused about how EB and DE have the same length, x. My exam is on Thursday. Please help you're my only hope
@structuralanalysisanddesign
@structuralanalysisanddesign 4 жыл бұрын
moment is acting at point E so span is divided as DE and EB and both are 2m
@structuralanalysisanddesign
@structuralanalysisanddesign 4 жыл бұрын
section is cut at DE and that distance is "x" and moment will rotate at that point only so no distance for that moment
@pejhonsetareh4723
@pejhonsetareh4723 4 жыл бұрын
@@structuralanalysisanddesign Great thank you! I understand
@danflorea2815
@danflorea2815 4 жыл бұрын
I think for BMD "+" is under the line.
@sUjjawalm
@sUjjawalm 10 күн бұрын
BOTH SFD AND BMD DIAGRAM IS WRONG PLEASE CHECK ONCE.
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