How would you do the transformation matrix if say the end was pinned at A instead? What would you do to balance out an F*=1 at element coordinate 2 (Joint B)? I have a similar question but its a 2 member frame (members are joined perpendicular to each other), one end is pin the other is fixed. I made the pin end redundant.
Member 1 (with pin end) is at 53 deg to horizontal, member 2 is at 37 (with fixed end). Frame is orientated to look like an incomplete triangle (missing horizontal line at bottom)
I am trying to understand your question. If you can send the question, it will be comfortable to me. Thank you. The subsequent videos may clarify your doubts, you can try that also.
Sir if say AB had the 24kN/m udl instead and BC had the 48kN point load downwards at the mid span and no lateral point load at B, would you still apply a lateral F* at joint B?
Sir, how to solve if the load on span is not acting at centre i.e., eccentrical loading............ sir, what you taught i understood well now iam able to solve many problems correctly, but in case of unsymmetric frame with eccentric load at member AB i couldn't reach wrigt answer........ So, it's a humble request to upload a video of eccentric load at member AB....... So, that i can understand
Dear Pavitra ma, Thank you for your interest. Happy that you are getting some benefit from my Lecture/s. I am not good at typing formulas in this reply and clarify. If you can provide your mail id or whatsapp number I can write, scan and send it. Your choice ma. Thank you. All the best. But I have given many Lectures with structures with non central loads also.
Thank you for the content sir
How would you do the transformation matrix if say the end was pinned at A instead? What would you do to balance out an F*=1 at element coordinate 2 (Joint B)? I have a similar question but its a 2 member frame (members are joined perpendicular to each other), one end is pin the other is fixed. I made the pin end redundant.
Member 1 (with pin end) is at 53 deg to horizontal, member 2 is at 37 (with fixed end). Frame is orientated to look like an incomplete triangle (missing horizontal line at bottom)
I am trying to understand your question. If you can send the question, it will be comfortable to me. Thank you. The subsequent videos may clarify your doubts, you can try that also.
@@dr.perumalcivil7644 what's your email? I would like to send it through, thanks
Sir if say AB had the 24kN/m udl instead and BC had the 48kN point load downwards at the mid span and no lateral point load at B, would you still apply a lateral F* at joint B?
Sir if eccentric load is applied in member AB then what will be f* matrix? Please help sir
Excellent explanation
Sir how yo can use FEM farmula for point load = WL/8
I could not understand your question. Kindly give me a little more clarity. Thank you.
@@dr.perumalcivil7644 sir I ask that how you can use this farmula for point load to find FEM
U saved my time...thank u sirr
sir try to use marker and white board
Sir, how to solve if the load on span is not acting at centre i.e., eccentrical loading............ sir, what you taught i understood well now iam able to solve many problems correctly, but in case of unsymmetric frame with eccentric load at member AB i couldn't reach wrigt answer........ So, it's a humble request to upload a video of eccentric load at member AB....... So, that i can understand
Dear Pavitra ma,
Thank you for your interest. Happy that you are getting some benefit from my Lecture/s. I am not good at typing formulas in this reply and clarify. If you can provide your mail id or whatsapp number I can write, scan and send it. Your choice ma. Thank you. All the best.
But I have given many Lectures with structures with non central loads also.
@@dr.perumalcivil7644 rpavitra636@gmail.com, sir my gmail
@@preetipro7813 Thank you ma. Tomorrow morning I will reply. Good night ma.
@@dr.perumalcivil7644 Ok sir
sir plz make video on support settlement of continuous beams
Sir need to video for influence line of indeterminate structure
Sir plss solve portal frame which contains only moment and no any member loads
Good class sir
final force how does force - fem gives final moment.us it force+ fem gives final force