Відео

Thank u

not me watching it before an exam

Thank you

Bisakah saya mendapatkan salinan lembar excel ini

Thank you bro!, you are such a life saver.😉

To thanks Bro very well explained

Can I use the Blunt's method if I have four control points?

Where i can try this file?

How to calculate ground height?

Can I get a copy of this excel sheet

Is that joint from q to 149 correct

Hi, how do you ensure that your nodes stay on a straight line when you have irrational numbers as your coordinates due to your roof slope? I thought I could use a construction line like in SUMO but I cant seem to be able to do that in Frame analysis

Thank u so much can u please do longitudinal section

Thanks

Wonderful video I followed along nicely

Can I get a copy of this excel sheet ? THANKS

Very nice & impressive

When subtracting the coordinates should we use the signs because because it’s confusing

This Helped Me So Much Now I Can Even Do It Like 1+1, Thank You So Much Sir 🙏🏽🙏🏽😭😭

How can I prevent cracks in partition walls due to deflected structural beams' interaction?

Enjoyed every moment of the session

Good stuff .....very relevant

Good work. Is there another angular method for a resection point that stands outside of the three points triangle?

is this smpt or spt ?

Can I get a copy of this excel sheet ? Im trying to use tools to help practice in university

thank you.....salam kenal dari Indonesia....🙏🙏

thank u

Thank you

Helpful💯

Can I get the excel format please ,

sir send me soft copy

Thank you 🙏 and keep it up 👍

this was extremely useful

👏helpfully

Thanks a lot Sir🙏

Great 👌

Had no clue nor understanding when my lecture was teaching about this. This video really helped. I now have total understanding of what I'm doing. Thank you.

Hi! In the output, are the deflections shown long term deflections or short term?

PewDiePie

pleas send me the excel

Thank you for the video. I am working on a portal frame that gives me an unsuccessful analysis: "out of memory: stiffness matrix" Do you perhaps know what the problem could be

thank you so much

Nice presentation. When you have reversal of stresses in a truss due to wind, how do you take care of the effective length of the bottom chord which is usually not restrained laterally with purlins like the top chord?

Thanks a million

Please what will you do if one of checks is 0.001 less?

How did i end up here, actually, why did you even post this on youtube, was this a school project or something?

I saw enginerding I had to sub

how to plot the graph

Hello i would like to know that where did you get the final height of (f)

Thank you. Very helpful instruction.