Madam you are doing great job for civil engineers. After so much efforts I could not learn it so far but because of your generosity , now could learn it at last। Thanks madam
namaskar. i seen only 4th part of seismic load calculation. remaining not seen, kindly send link to see the other 1,2,3 parts. one think i not followed the calculation from Qi to Vi .
Thank you very much! I have a question, does the distribution of seismic force differ when we distribute it in the north-south direction from the east-west direction for this example?
Madam, your all presentation are excellent. I donot know wheather you have given video on dynamic analysis of earthquake or time history analysis etc. Madam ,kindly do pl
I have found one mistake in this videos of seismic load calculation.mistake is that size of slab should be 24*16 but in place of 16 that is considered 14.so please explain why this mistake occurs.this kind of mistake create confusion for many students.please correct this mistake
@@cwillstructures If the final base shear is 2561. Will this be equally divided between all the columns? Or will some columns experience more shear than others?
Yeap She's doing a very big help/favor for every structural engineers
Madam you are doing great job for civil engineers. After so much efforts I could not learn it so far but because of your generosity , now could learn it at last। Thanks madam
Thanks mam your videos are excellent.You have explained in very well . Kindly make more such videos : on design of rcc building , response spectrum.
Unbelievable lecture series.
Thanku soooo much mam
U r doing very good job for juniors..thanks and makes more on like prestress...
namaskar. i seen only 4th part of seismic load calculation. remaining not seen, kindly send link to see the other 1,2,3 parts. one think i not followed the calculation from Qi to Vi .
Best viedos on youtube
We explained. Thank you. Expecting more videos on RCC design.
YOU ARE GREAT
Thank you very much!
I have a question, does the distribution of seismic force differ when we distribute it in the north-south direction from the east-west direction for this example?
how do you distribute it horizontally?
Super mam awesome keep it up. But mam please make part 6 on providing Area of steel as per baseshear(Vb) results
Madam, your all presentation are excellent. I donot know wheather you have given video on dynamic analysis of earthquake or time history analysis etc. Madam ,kindly do pl
I love u maam, u r too good thanks for this video
please make a video on distribution or story/diaphragm forces to columns.
Sir can you provide Design Basis report for any residential building as per Indian code ? Actually I need this for my college project
I have found one mistake in this videos of seismic load calculation.mistake is that size of slab should be 24*16 but in place of 16 that is considered 14.so please explain why this mistake occurs.this kind of mistake create confusion for many students.please correct this mistake
Madam please do corrections in this video
Really mam ,
Thnq so much
God bless u
wind load calculation for sheds too
Mam thankyou ❤❤
maam you made 8 lumped masses but here you are considering only 7 stories why??
thank you
How did you find Q???
You can find one formula from code 1893 and I have also mentioned that formula in video
Mam why all storey sesmic weight is same...
@@cwillstructures If the final base shear is 2561. Will this be equally divided between all the columns? Or will some columns experience more shear than others?
Plz ..make on finite element analysis....i will be very thankful to u...
👏👏👏🙏
nice