Hello Ridwan, great video there. I just want to know how we can achieve this on site. Might I have designed it as a fixed but in site the later is applied. Or it all depend with the bars they use.
Good afternoon Engr. Ridwanullah. I would like to commend you for making your video to be an educating one all the time. My observations are as follows; ✅ The term FIXED ENDED BEAM in this video, its limited to protastructure only? Because when analyzing the beam in using BEAMAX, the analysis results are deferent. The TOP moment is higher than the bottom which is in contrary to your result from the protastrucure. ➡ I will also request that the moment and shear force diagram of the two approaches should be shown. Thank you for your time.
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Great job done! God bless you sir
👌💯
Thank so much
Hello Ridwan, great video there. I just want to know how we can achieve this on site. Might I have designed it as a fixed but in site the later is applied. Or it all depend with the bars they use.
Good afternoon Engr. Ridwanullah.
I would like to commend you for making your video to be an educating one all the time.
My observations are as follows;
✅ The term FIXED ENDED BEAM in this video, its limited to protastructure only?
Because when analyzing the beam in using BEAMAX, the analysis results are deferent.
The TOP moment is higher than the bottom which is in contrary to your result from the protastrucure.
➡ I will also request that the moment and shear force diagram of the two approaches should be shown.
Thank you for your time.
How about one end hinged and the other end freez?
Do you mean one end hinged and the other end fixed?
@@ridwantician yes