Part 3: Link Elements in CSI ETABS - Basic Introduction

[@anastaha2438]

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??

[@relaxforamoment487]

so helpfull! thank you!!

[@sitehakimi]

thank you for your help

[@tusshardas2806]

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.

[@dharmeshn3175]

Sir, how can we say U2 as X -direction? What about U1 and U3 directions?

[@sitehakimi]

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

[@tusshardas2806]

Sir can u please show how to model Tuned Liquid Damper in Etabs using link elements

[@a16jadhavrahul68]

Hi sir

[@a16jadhavrahul68]

I have a Study in this project for tuned liquid mass damper

[@abd.alhaleeemaldaeea5167]

​@@a16jadhavrahul68 I want to ‏‪call you, please

[@henokasrat5475]

pleas response email b/c need to your helpe