Finite Element Method 1D Problem with simplified solution (Direct Method)

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For 1D Tapered bar or self weight problem refer following video

Correction
sigma 2 = 50 MPa
sigma 3 = 100 MPa
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Well explained
Thanks
Stress 1=150mpa
Stress 2 = 50mpa
Stress 3= 100mpa


Thanks so much

balogunrachael
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when this video explained it better than my prof ever did throughout the entire semester

guyone
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this is nice video for basic learner but stress2 valu 50N/mm2 and stress3 valu 100N/mm2 its ok manage able thank you for good explanation

prashantilalashettar
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thank you sir, very clear and concise explanation 👍
but the last two stresses values are 50 MPa and 100.262 MPa

skb-du
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Stress 2 - 50
Stress 3 - 99.9 (or) 100

panda
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i missed the lecture and i again learned it completely here, great teaching.

aaryadevale
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In stress calculation, how [B]= 1/L [-1 1] is coming? Basically how the row vector [-1 1] is coming? Kindly clarify.

drtamalpramanick
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Love your work, great teaching.Thanks!!!

flexxytainment
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Sir from where this formula is derived?
(E/L1)[-1 1]{d3 d4}

bhaktigarje
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what we will do when we ask to consider two elements for each bar

knowledgewithshoomans
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A coordinate is called simple natural coordinate if the values are between -1 and 1. That's why may be [B] matrix value is [-1 1].

offroutemasti
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Very nice explanation! Thank you mate:👍

yaniv
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Area 1 equals area 2 must be 100 mm square right since we have divided that body in 2 elements? I'm confused here.

taifshams
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Good approach to learners for ID problem..

haridass.mmce-apmech
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You are the best compared to our professor

maheshwarthan
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which book you are reffering nice work

saroj
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Well explained..concept is appreciable thank u

mr.kpadmanadham
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Can you explain Sigma 2 calculation cause I am getting 50 N/mm²

wasimuddinpatel
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stress 2 =50 MpA and stress 3 =100.26MPA

anamlicha
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31:10 correct ans is sigma 2 = 50N/mm sir

ammarshaikh