Calculation of Wind load | Design of steel structures and timber | IOE III/II PU MU |
ฝัง
- เผยแพร่เมื่อ 13 ก.ค. 2021
- In this video, we will calculate wind load considering IS 875 for steel structures.
Do like and subscribe to us.
Excel sheet for the manual calculation of wind load for two-way slope: (Only paid requests will be approved)
docs.google.com/spreadsheets/...
Excel sheet for the manual calculation of wind load for mono slope: (Only paid requests will be approved)
docs.google.com/spreadsheets/...
Instagram: civil_const
LinkedIn: / parash-joshi-464a6b1a4
Facebook : civilconstn
![[TH] 2024 PMWC x EWC Main Tournament Day 1 | PUBG MOBILE WORLD CUP x ESPORTS WORLD CUP](http://i.ytimg.com/vi/f5Coja1zCzo/mqdefault.jpg)
why A is constant here on calculation.u have used cpe ,cpi and Pd value but why not using surface area value A
Actually they have calculated Pressure, hence units are in N/m2. Just multiply area A of the exposed surface to get final Force value in newtons.
Great explanation ☺️
Thankyou
very good explanation 👏
Glad you liked it
Sir nowadays IS 875:2015 is being used in our college and field , can you help us with that as there are several different thing in both of them
Could u explain how u interpolate
Thank you sir
All the best
Thank you sir,
Sir ,after calculating the maximum pressure p
Then
How to calculate pannel point wind load
What is difference between Pz and Pd
Please explain calculation on Mono slope roof structure in next video.
Soon
please include the application of the calculated wind pressure load on the structure
What if not all the values are negative and one of the values of the wind pressure is positive
What is the value if A??
Thanks sir.good classes. 🙏But why don't you consider the area A in the formula.what is the reason
Unit area consider
12:07 Sir why not taking the value of A (Area)?? Is it 1??
How to find equivalent load in beam in etab
I have shown in my video of truss design
Hello sir
Can you upload a khosla seepage theory numerical vdo
I will try.
A was not considered, but what if A was considered, what would be the formula for calculating A
Actually they have calculated Pressure, hence units are in N/m2. Just multiply area A of the exposed surface to get final Force value in newtons.
A ko Value ma chai ali Clear Garnu paryo😊
Unit area
Why wind load point upward ??
Suction effect
Design of purlin video needed.
Soon.
K4 to be added
Thank you for the feedback.
@@civilconst Please make video on Wind load with latest IS code 875
Why value of A is not considered in your calculation?
Unit area considered
@@civilconst why considering unit area when we know the actual area?
@@sonamlhamo2078 I am confused too why A was omitted
@@sonamlhamo2078 because while detail design structure elements, it is useful to have the force per unit area compared to net force. If u see he has also indicated unit as Force per Unit Area
Actually they have calculated Pressure, hence units are in N/m2. Just multiply area A of the exposed surface to get final Force value in newtons.
Pz= 0.6vz² not pd
Pd= ka×kc×kd×pz both pd and pz is different
Please clear your concept and make right videos
as per code book 1989 there is different, u are mentioning the 2015 code book , your idea is correct according to is 875 part 3 2015
Please revisit code once again.
Cheers.
@@civilconst Please revisit the code again per 5.4 of IS 875, Pz=wind pressure at height z, based on wind pressure Pz It needs to calculate the design wind pressure Pd = ka×kc×kd×pz. This design wind pressure Pd needs to be utilize to calculate wind load in equation in 7.3.1 of IS 875. If you dont ask any professional
Plzz speak in hindi
Sorry. I can't.