ANALYSIS OF SIMPLY SUPPORTED BEAM USING ANSYS

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link for theoretical solution of this problem
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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

tapan
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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

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

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

Arc.Z
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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

dr.qaisal-shimmery
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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.

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

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

ArunKumar-vdyk
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In which book do you find that problem?

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

bharath
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Thank you sir/bro! This is very clear.

azurqasm
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my pc not straight line option plzzz help

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

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

tapan