Wind Force Calculation as per IS 875- Part 3 | Apply in STAAD. Pro CE Model | Sandip Deb | ilustraca
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- เผยแพร่เมื่อ 9 ก.ค. 2024
- Wind Force Calculation as per IS 875- Part 3 | Apply in STAAD. Pro CE Model
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![4.3 Wind Load [WL] Manual Calculations By Force Coefficient Method as per IS 875 (Part-3): 2015](http://i.ytimg.com/vi/fWQpGOnEN4g/mqdefault.jpg)
![[TH] VCT Pacific Stage 2 - Week 4 Day 3 // GEN vs TS | PRX vs ZETA](http://i.ytimg.com/vi/nspkjQuZve0/mqdefault.jpg)
Very well explained the concept sir
Can you please explain when we use pressure coefficient and force coefficient for calculating wind loads
Please make tutorials on foundation design using staad pro 🙏
Very Informative... Thanks...
Sir which value should be taken for wind definition
you have calculated using member load. how about in wind load ?
Instead of applying wind Load (kN/m2) intensity to columns, can we apply it to beams??
Columns are designed for lateral loads, so it is good to apply on columns ... u can do the either, but that will be more complicated.
@@ilustraca Okay. Thanks...
In the area substitution part, should it not be the width of the area of a panel that the column is supposed to cover rather than the length of column as we are applying the udl on the column? Total load = pd*(Cpe-Cpi)*L*width of area supported by the column. Pls clarify why length is taken and not width.
bcoz here we r not applying the loads as area load but as line load or member load... The one u r talking about, we have considered that tributary area to find out Ka
@@ilustraca I think it should be multiplied by the panel width which the column is going to cover rather than column length as we are applying line load on column.