Part 2 - CSI ETABS Basic Demonstration - Basic Geometry, Load Patterns & Load Cases [Urdu Language]

CSI ETABS - Basic Demonstration - Part 2 - Creating Basic Geometry, Load Patterns & Load Cases
For more information, please visit:
www.structurespro.info
www.fawadnajam.com

[@jagadeeshwerk8429]

Dr Fawad post as much as possible videos. U r serving great to the structural engg industry

[@MuhammadQasim-lv1nr]

jazakallah sir the way you explain mashallah

[@skillhnter1303]

JAZAKALLAH

[@SajjadAhmad-gw7sp]

Thanks sir aloot do whole course educate us with basic dynamics , earthquake resist designing etc

[@irfanullah8255]

❤

[@etabstutorialsv2067]

Wow sir so amazing mashallah, kindly sir make more videos

[@goodmind6446]

Assalmulikum sir ! thanks for ur great contribution. At 1.25.45 in case of combination why dead load case are there? Already dead load changed by name self weight , so why not self wt are there?

[@civilideas1925]

👍🏻

[@treft3853]

The way you teach love that
1. Still confusing in load combination and Load cases
2. Shell load and frame load Is clear what Is load and when will we apply that ?

[@Engr_Zeeshan]

Sir, also model a structure with expansion joints. Also guide in detailing

[@iftikharhussain1508]

Sir from which code you have taken the stifnness modifiers values in this video. Kindly refer the code name and chapter. Thanks

[@shaukatali9909]

Sir kindly upload video on defining earthquake load pattern for equallent static load.

[@ajazsayyed8487]

Asslamualikum sir plz tell me how to assign moving load in etab