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

[@jamesmanilag9053]

It's a big help to my subj. Thanks sir.

[@structuralanalysisanddesign]

Most welcome James, we are glad this video helped you, keep watching and all the best

[@koustubghasari8695]

Tq sir 💯🔥

[@structuralanalysisanddesign]

welcome

[@karthikchowdary7307]

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--]

Nice explanation.......thanks sir

[@structuralanalysisanddesign]

Thanks and welcome

[@karthikchowdary7307]

Its wrong how can it be correct explanation

[@kanagarajm7137]

nice lecture

[@rakibulhassan7850]

The sfd diagram is wrong! Load intensity is increasing so the slope of shear diagram will increase also.

[@Virag...]

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]

I think sir took wrong sign convention

[@karthikchowdary7307]

For section DE it will be 32.5(x) -40(x-2)

[@danflorea2815]

I think for BMD "+" is under the line.

[@pejhonsetareh4723]

For section DE why isn't the length (2-x)?

[@pejhonsetareh4723]

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]

moment is acting at point E so span is divided as DE and EB and both are 2m

[@structuralanalysisanddesign]

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]

@@structuralanalysisanddesign Great thank you! I understand

[@amarami3970]

SFD and BMD sketch for section AC is wrong. It would be opposite which your have drawn.

[@sUjjawalm]

BOTH SFD AND BMD DIAGRAM IS WRONG PLEASE CHECK ONCE.