Structural Theory | Slope-Deflection Method | Analysis of indeterminate Beam Part 1 of 3

[@phpolitikal4618]

shout out sau sir, I take my ce engineering course at budget university and they dont do online lectures they only give hand outs and leave it to us students to self study which is challenging at times, such as this topic i think this one in particular is the hardest for me in terms of structural theory, thanks for the help :)

[@afeezolalekan2011]

This is very helpful. thanks

[@morganwanjogu3316]

counter clock wise is -ve for FEM

[@emudainohwoakpesiriemmanue500]

Thanks sir for this lesson. Please sir can you give example using slope deflection method of pin support at A and roller support D with udl from A to D and impose load at AB

[@jonardangeloawiten9476]

Sir in the Mba at first it is assumed to be CW in the diagram but the come up to a negative answer. So, its positive should be CCW and not CW still. please correct me if I am wrong.

[@kamiyaichirou5323]

listening to your voice, I thought you were an Indian youtuber hahaha Pinoy pala :D biglang nagtagalog hahaha :D

[@earlmiranda6035]

Ty nasagutan ko finals ko hahaha

[@ilagan_isu_briggstarampi_m7574]

wahahaahah solid

[@zachydrogeo]

Very helpful, thank you!

[@HashemAljifri515]

Sir if I memorize them I would be able to solve all the problems though unlike force method it relies on your effort

[@Thestrucruralengineer]

very helpful

[@zumbatan550]

What about doing an analysis of a continuous beam with pinned end not fixed?

[@chillbro2280]

Can i ask why is that counter clockwise moment considered + sign? What i learned from my prof is the opposite. Clockwise is positive and counter clockwise is negative.

[@engrjayc]

It depends on your assumption. Either way, you should have come up with the correct answer. But make sure to be consistent on the sign you are using. Thanks

[@engrjayc]

I am using kassimali as reference.

[@bethelwubante3889]

also consistent deformation method

[@souravdas2831]

How its getting the maximum BM =32.781 at 3.4722 distance from B at span BC...... please explain

[@ilagan_isu_briggstarampi_m7574]

thankyou sir!

[@bethelwubante3889]

can you do it with simply supported beam

[@sudippathak4639]

Can you please give the link of how to create BMD of such problem. I couldn't find it in your play list

[@grittyanas9472]

what is the app you are using for writing?

[@johnfrancoisbautista6467]

Hi sir ask ko lang paano nakuha yung 4/6

[@julesverbo7651]

sir pano po nakuha yun 4/6?

[@jomarabrea1875]

sir san galing yung sum of Mc yung 4.5 sa Rbr

[@jonathananniban6440]

Sir ask ko lang kung may shortcut na solution Jan? salamat po

[@tutstorial8474]

sir ano po ibig sabihin nung support settlement?

[@bisnararjenb.5867]

Sir good afternoon pano po kung overhang yung dulo tapos may load P po?

[@markbenjiemagsayo7896]

Sir pano pag end support is roller?

[@GamersZone.08]

hello sir. ask ko lang po kung anong gamit nyo na pangsulat sa presentation? yung may kulay po.

[@engrjayc]

One note po

[@GamersZone.08]

okay po. thank you po

[@Umareineacademia0196]

How can one tell there is no support settlements

[@faheemkhan3465]

Question tell this

[@ilagan_isu_briggstarampi_m7574]

yea

[@mbinmig900]

hello po can i know what book are you using ? thank you!

[@josphinenduta6402]

I think he is using Structural analysis by Aslam Kassimali... Am not sure though

[@AARONABAT]

MBA=MBC Diba po sir pag trinanspose magiging negative Yung MBC So, MBA-MBC=0 . Pexplain po 🥺

[@guess9671]

negative po yung FEM, pag AB, BC, CD and positive at BA, CB DC..

[@guess9671]

and Theta a = 0 po dapat kasi fixed yung sa beam, wala pong degree of freedom

[@awitlamadrid2729]

Hindi ko alam saan galing yung value niyo ng rigidity EI para makuha yung teta b

[@engrjayc]

Constant po

[@xxtensyon27]

Constant po yung EI tapos nag equate ng equations para makuha mga thetas

[@jonathananniban6440]

Sir ask ko lang kung may shortcut na solution Jan? salamat po