Just now finished the playlist, Thank you so much sir,for the knowledge you shared,the content you've provided,amd the efforts you've taken to explain all concepts with references, I've no words to thank you enough,just wish you all the very best for future, keep growing amd keep sharing such content, Thank you so much!!! ❤️❤️❤️❤️
i have a doubt after analysis using response spectrum method , calculation of footing, column and beams, slab can be done using same excels which we use for equivalent static method
No need to use excel sheets for beams and columns as STAAD will do it for us. You can just use it for a quick check if you want to. For slabs and footings, you can use same excels that i have discussed earlier.
@@simplystructural8424 thanks a lot , your contents has helped me a lot i have watched your whole playlist , videos are informative once again thank you keep posting contents
Trust the official website source. Check below link: communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/62498/direction-factor-f1-f2-and-f3-for-response-spectrum-load-case-for-is-1893-part-1--2016
Just now finished the playlist, Thank you so much sir,for the knowledge you shared,the content you've provided,amd the efforts you've taken to explain all concepts with references, I've no words to thank you enough,just wish you all the very best for future, keep growing amd keep sharing such content,
Thank you so much!!! ❤️❤️❤️❤️
Glad you liked the content😊
THANK YOU. YOUR CLASS IS MORE HELPING TO US
Seeing you after an year. Thanks
Thank you too!
u explained perfect.
Thank you 🙏🏻 🫡
Brilliant 👍🏼👌🏼
Thank you 🙏🏻
Sir, Please make video for shear wall and basement design with using staad and excel as per IS code.
The loads are added for EXQ+ and EQZ+ only. What about EQX- and EQZ-?
In load Combination consider them with negative sign
i have a question, do we need to redesign column section as it fails in response spectrum??'
Please share links of lecture 15 & 27 in description for ready reference
i have a doubt after analysis using response spectrum method , calculation of footing, column and beams, slab can be done using same excels which we use for equivalent static method
No need to use excel sheets for beams and columns as STAAD will do it for us. You can just use it for a quick check if you want to. For slabs and footings, you can use same excels that i have discussed earlier.
@@simplystructural8424 thanks a lot , your contents has helped me a lot i have watched your whole playlist , videos are informative once again thank you keep posting contents
@@simplystructural8424And if possible, please do a video on what checks need to be made using excel for response spectrum method
@@maheshg5516 Most Welcome Buddy. I am glad to know that it helped you. Keep learning🫡
X direction factor in response load case
In every video there is different answer which one is right
Z/2R or 1 or I/R
Trust the official website source. Check below link:
communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/62498/direction-factor-f1-f2-and-f3-for-response-spectrum-load-case-for-is-1893-part-1--2016
IMPORTANCE FACTOR NEEDS TO BE TAKEN
WHAT ABOUT EX -X N EX -Z WHETHER WE HAVE TO PUT MINUS SIGN PL CLEAR DOUBT
@@SureshKumar-ry6pv No need to have that. It will be taken care in load combinations
Is this stadd file available ?
Z direction me cqc shear or modal participation factor zero aa ra h
Same
Sir, please make a video on analysis a building using shear wall
Please provide staad file for reference it would great help for us...