Hi welcome😊🙏Consider those as Live Loads & Self Weight being a Dead Load. Keep watching more videos from my channel playlists and share with your friends and family❤️👍💐🎉Do SUBSCRIBE🔔and stay connected. Have a great day...!!!
Hi welcome😊🙏It depends on your criteria. So if u want u can have those values assigned also. Keep watching more videos from my channel playlists and share with your friends and family❤️👍💐🎉Do SUBSCRIBE🔔and stay connected. Have a great day...!!!
Hi welcome😊🙏Yes...!!! Keep watching more videos from my channel playlists and share with your friends and family❤️👍💐🎉Do SUBSCRIBE🔔and stay connected. Have a great day...!!!
Hi welcome😊🙏It depends on the analysis we are going to do for the particular structure. Keep watching more videos from my channel playlists and share with your friends and family❤️👍💐🎉Do SUBSCRIBE🔔and stay connected. Have a great day...!!!
when you assigned already self weight in earthquake then why you assigned beam weight and slab wt.
Hi welcome😊🙏Consider those as Live Loads & Self Weight being a Dead Load. Keep watching more videos from my channel playlists and share with your friends and family❤️👍💐🎉Do SUBSCRIBE🔔and stay connected. Have a great day...!!!
Hello, why member wt is not assigned to columns in seismic definitions & Response spectrum ld case ?
Hi welcome😊🙏It depends on your criteria. So if u want u can have those values assigned also. Keep watching more videos from my channel playlists and share with your friends and family❤️👍💐🎉Do SUBSCRIBE🔔and stay connected. Have a great day...!!!
At 8:34 minute, you applied self wt and beam load in Gx, Gy and gz direction but floor load at only Gy direction, is it correct?
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In response spectra x direction factor will not be 1.
Need to check codes and practice. If you know right factor, kindly let us know here with reference if possible as it could be good for everyone.
Hello sir,why we not consider negative x, y, z direction in response spectrum only we consider positive x, y, z direction.
Hi welcome😊🙏It depends on the analysis we are going to do for the particular structure. Keep watching more videos from my channel playlists and share with your friends and family❤️👍💐🎉Do SUBSCRIBE🔔and stay connected. Have a great day...!!!
We have to consider -X .If our structure is not symmetrical in that axis.
How we can get the graph from this?