Hi sir, if I have inclined rafter fixed to the column, and below of it there is a beam, in actual the beam is rested below the rafter casue of end plate connection between the rafter and column so, shall I move the beam it self to how much it is beneath the rafter? or shall I use the link command to join between the below beam and rafter??
these direction is base on element local direction. in Link element U1 is the line of element which in Frame is Y direction. and Link's U2 Local direction is X direction in Frame
Hi sir, if I have inclined rafter fixed to the column, and below of it there is a beam, in actual the beam is rested below the rafter casue of end plate connection between the rafter and column
so, shall I move the beam it self to how much it is beneath the rafter? or shall I use the link command to join between the below beam and rafter??
Sir, can u please discuss about the 'Quick Hysteresis' option in the display tab of ETABS. Why that option is always inactive and what is its use.
so helpfull! thank you!!
thank you for your help
Sir, how can we say U2 as X -direction? What about U1 and U3 directions?
these direction is base on element local direction. in Link element U1 is the line of element which in Frame is Y direction. and Link's U2 Local direction is X direction in Frame
Sir can u please show how to model Tuned Liquid Damper in Etabs using link elements
Hi sir
I have a Study in this project for tuned liquid mass damper
@@a16jadhavrahul68
I want to call you, please
pleas response email b/c need to your helpe