ANALYSIS OF SIMPLY SUPPORTED BEAM USING ANSYS

link for theoretical solution of this problem
1drv.ms/b/s!Av...

[@tapan4253]

what is 3 , 6, 16, 19 i can't understand please clear about it and one more thing when u using all option just tell us why using and how its done , and what is the result of this if we use this option not for all but some tool please explain okay please this table shear force and bending force. explain this

[@neerajanair9711]

The support conditions are hinged hinged. This is not theoretically Simply Supported. For only vertical loads, this works. But if the load is inclined, it will give wrong results.

[@ArunKumar-vd1yk]

Thank u so much i have practicals tomorrow this is very usefull

[@surendrapatel1149]

tnx sir for providing helpful video

[@azurqasm2746]

Thank you sir/bro! This is very clear.

[@AbuBakar-ql4bh]

Good and cool explanation 😊😊

[@joshuaj2989]

Hi..It was really helpful.Thanq

[@freemanfreed1581]

the moment of inertia is given instead of the cross sectional area. How do I find the breadth and height of the cross section?

[@dr.qaisal-shimmery7152]

hello sir, i have problem in solve simply supported beam under two points loads with span 2400mm and load 7500N in each point and loads placed in distance of 450mm from left support and 450mm from right support so distance 1500mm is mid-span between two loads. cross section 160mm width and 240mm hight. please help me in solve this problem by Ansys. thank you very much

[@rushikeshpanchal1349]

Nice explanation things...

[@srivatsapava111]

Thanks bro. Helped a lot

[@Sk00792]

reinforced bar applying video

[@zinawberhanu1935]

thank you , i was learn more ......

[@michielbertels2341]

Your model is not correct: if you lower the allowable change convergence percentage to 0.01% you will see that your model does not converge and so contains singularities and so is not valid... please check and let me know your findings

[@shivanipatole9288]

Osm bro...👍 Tysm😊

[@salimbhai1143]

Veryyyyy goood

[@dhwarkeshvishwa7832]

Can u please make this same one in ansys 16.2 workbench not in apdl and upload please sir......

[@basanthbabu]

What are those numbers 3,6,16 and 19 in the last step? what does these indicates?

[@grimpixel7333]

It's something you can find at engr.bd.psu.edu/davej/classes/lec_ppbeams.html

[@sreenur4359]

nice thank you

[@MrPetardo96]

In which book do you find that problem?

[@shailendrakurkoti1986]

how to provide hinge support for beam

[@bharath2416]

help me in doing composite beams of two different material properties.

[@manojms1888]

my pc not straight line option plzzz help

[@bhimaraysb9658]

what about the real constants

[@Arc.Z]

Why does my element table say can’t apply?🫤 The requested database is not available ?

[@ashwingowda4485]

bro i m getting etable error

[@abutalahabelavadi6898]

Solve all vtu problems

[@tapan4253]

"real constrant link 180 element are no longer support" why this error showing. how to fix this tell me please

[@osamaaftab4283]

Dont use real constant instead use sections

[@ustaadpspk]

2:04

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2:49

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[@ustaadpspk]

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