wind load analysis in ETABS software by using IS875 2015 Part 3 | building design |civil engineering

#windload #buildingdesign #civilengineering
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[@TarakParab2]

1. Why to apply 1 unit of point loads? Dead load pattern with 1 factor takes care of it, since you have provided material and section properties.
2. Why in wind parameters angle is selected as 0 and 180? Load combination takes care of it.
3. Analysis check should be done with all boxes ticked except last two fixes with proper tolerance of more than one. Why only limit to first 3?

[@poonambelekar1301]

Sir how to apply dynamic wind using gust factor as per Indian code

[@Pradip1431000]

How do you calculate windward and leeward coefficient?

[@extremepeace4829]

Sir I. Storey drift top storey is having more value than bottom. How is it possible sir.

[@azharnalbandh4029]

Sir when will u make manual building design video

[@civilengineeringbyshravan9596]

Yes i do after 50k subscribers please stay tuned

[@asrefkhan8098]

Bro i have send you mail regarding csi detailing software please send me the link for installing

[@civilengineeringbyshravan9596]

please check your mail

[@asrefkhan8098]

@@civilengineeringbyshravan9596 sir mail not recieved