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2.7 Example: Slenderness of column

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Eng-aim

Eng-aim

Күн бұрын

Пікірлер: 8
@syahrulsenin2654
@syahrulsenin2654 2 ай бұрын
The column height should be reduced by the beam depth to consider. The column length commonly defined from the 'undisturbed' length of column without the beam depth.
@eng-aim
@eng-aim 2 ай бұрын
Yes. You are right. Thanks for the correction.
@prtygrl5077
@prtygrl5077 Жыл бұрын
Eurocode2 states, "k = (θ/M).(EI/l)". But you have only used "k=I/l" why is that? What is the reason for over simplification? I understand you may have removed the "E" because both having same "E", but I don't understand the reason to remove "θ" from the equation. Please let me know how to calculate "θ" I'm trying to do a proper calculation. Imagine the concrete column is restrained with steel beams from the top. So you have to calculate "θ" as well don't you?
@eng-aim
@eng-aim Жыл бұрын
Thank you for your question. To be frank, I do not know how to answer it. If one day you found the answer do let me know.
@prtygrl5077
@prtygrl5077 Жыл бұрын
@@eng-aim Thank you :)
@footballviews8382
@footballviews8382 Ай бұрын
Why is the k1 and k2 same
@eng-aim
@eng-aim Ай бұрын
Theoretically, k1 and k2 not necessarily the same. Need to calculate based on the formula. In this example they are the same as the beams connected to the top part and bottom part of the column are the same.
@changeyourmood8710
@changeyourmood8710 3 жыл бұрын
veryyyyy difficult
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