Force method example #1: one degree indeterminate

Check out www.engineer4free.com/structu... for more free structural analysis tutorials. The course covers shear force and bending moment diagram review, method of superposition, moment area method, force method, displacement method, slope deflection method, and 3 moment equation.
TYPO: At the very end, I miscalculated Ma. I wrote 5.6 kNm when it should in fact be 5kNm. Sorry, don't know how that happened.
This tutorial goes over a force method example problem that is one degree indeterminate.
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[@nemanjapavlovic6172]

I can't believe the video lectures I'm paying Penn State 1700 dollars to take for a 6 week structural analysis class pale in comparison to the videos you produce. You're seriously a blessing!!!

[@qureshi10aadam]

Hello. I want to thank you for all the hard work you've put in for us. I am currently in the final stages in my GSA coursework for my UCL Civil Engineering course, and this video helped me get AMAZING results. For anyone hesitant about the quality of this video, I can assure you that this video is a LIFE SAVER. Thank you Engineer4Free, and i will no doubt be buying all your merch and repping it in classes haha :P once again, thank you. May the FORCE be with you!

[@Saurabh-kp6vk]

Thank you I was having a really hard time for a while but you explained it clearly thanks again hope to see intresting new videos

[@gezimrushiti2269]

Very good explanation of Force Method. Keep up the great work!

[@amaltoto4659]

thank you, you are the best in force method

[@shawnyboy360]

You made these problems so simple thanks!

[@mandejamesroger3657]

This is great at least more on this structural analysis two

[@PainsClashOfClansbases]

Prof can you show us a way to draw the BMD for this type of loading on a cantilever?

[@enriquedumayas2250]

You are better than my professor

[@KamalAlogla]

Thank you very much. Just to let you know that MA should be 5.0 kN-m not 5.6 ...

[@mnm1127]

Thanks. Helped a lot.

[@chris5019]

What if I have a situation where the structure is similar to yours, but the P load is not on the end of the beam? I'm unsure which equations to use when the P load is not on the end. The structure is still fixed at one end with a roller on the other (that we remove) and there is still a distributed load downwards across the length of the beam. The only difference is that the fixed end is on the opposite side that is on in regard to your structure and there is a point 20 m from the left side where the P load is applied, then 10 m to the right end of the beam where the fixed end is.

[@YuhBryan]

Please sir i will need help with the moment area method but the table method is okay

[@bigduck3765]

hi, where did you get the list of equations from, cant find them on yourwebsite

[@sulaimansamatar4459]

what if i have similar beam but with 2 point loads how do i find the equations from the table?

[@coleeto2]

Great video, really clear explanation!

[@behnammobaraki5091]

Hi everybody. Does anyone have the Matlab code of 'Force Method'?

[@daughterofthemosthighgod1889]

Excellent

[@amaltoto4659]

do you have more example for ind beam

[@Hio-ls4nf]

Can you do this method for a frame please