Hello Jag,Your video on wind load analysis is very helpful. Thank you very much.Please can I get a complete set of videos on the design of electrical transmission line towers and also that of telecommunication towers using staadprov8i?I will be very grateful if you are able to assist.Thanks in advance.Bob.
thank's for the video, in my structure wind load is not getting applied on the end nodes of the structure( my structure is a complicated design) , can you provide me any advise.
Hi, why is Cpe-Cpi not considered in wind intensity manual calculation for IS Code option application in STAAD. Also, why is exposure applied to internal nodes.
I already have made 2 videos on Seismic load follow these links for them ua-cam.com/video/0eZfh4AJdUo/v-deo.html ua-cam.com/video/XijrffDmer0/v-deo.html Also check update video for wind load ua-cam.com/video/JQ8JsOHsLe4/v-deo.html Please like the videos when you watch them, it really helps
hello sir actually i have a doubt after taking of concrete design we get different bars in our given property section its okay but i have doubt of when it cum through, lower column indicates less no of bars and upper column indicates higher no of bars and they are in different sizes can i found what the mistake i had done or its propably thats it
thank you very useful one. I have asked you in earlier vedios for detail explanation on Lx, Ly, Lz and Kx, ky, kz in steel design with a how to use in staff with one example please
Bro I have done as like u did. but think is that after calculating load intensity Pz then how I will calculate intensity for different heights of building ? that I wants to know only
Good Day! i'm just wondering about designing staircases or elevator shafts. Do you have to design them separately from your building structure or do you have to design and analyse them together? Thanx.
If i am modelling a cooling tower of ht 150 m according to IS code. Then till what height do i have to give wind pressure intensity manually and in how much ht gaps, to calculate the wind load?
adithya royal dear friend I already have 3 videos for staircase design covering different types of staircase like circular and two way kindly follow these links ua-cam.com/video/uJFhZu_M7Tw/v-deo.html ua-cam.com/video/6qPi0Z4D2fo/v-deo.html ua-cam.com/video/_ntpcofkYo8/v-deo.html there are so many more interesting videos on my channel kindly watch and if u appropriate then please like and share my videos
Sir, why were not applying (definations) wind load and sesimic load for analysis. As Code book suggest to take max of both load.does the software doesn't take max of both loads?
How can we apply the load if there is Stair case in Rcc building & how, to calculate it?? Plz upload the video as soon as possible... B'coz bending moment and shear force will change. Then we can prepare the excel file...
I think i shown it in one of my video.... but will mention it in my next video for sure..... subscribe n hit bell icon so that u get notifications..... n please like the video.... it really helps me
Hello Sir, Can you please help me how can i check exiting 12m telecom tower on rooftop installed on concrete base, also antennas and MW links were installed on this tower. i need to know how can i check if this tower safe or not or if i can installed new equipments on it. please if you have any tutorial please send to me. thx
hello, please guide, when i place secondary beams on another beam, it creates a node and divide my main beam in 2 part and that usually failed. please guide for placing beams on another beams. and guide when and where to release moments and which moments should be released.
one problem I am facing while applying load combination suppose I am applying this load combination 1.2 ( DL +LL-WL) for WL I have use -1.2 factor or 1.2 . according to I should 1.2 because I have already used -1 while giving load .
I have calculated Vz value now how to convert it into intensity value. and how to use this converted value in Staad Pro. Thanks Please share as soon as possible
wind load in only one case with same pressure coefficient . Kindly do manual calculation and then put load on members this is the right method can you make video for this with sloping roof (steel)
+Soumik Datta dear friend....Take reference from this video.....If u still have doubts then do let me know..... Please like and share and comments for your feedback
Live load are applied using Floor load right 🤔 area load is something we can use to apply for wall load on beam or else if u apply areal load as live load, you have to first calculate the load distribution then apply that way 🤔
Deepa Dubey you can use the same method ...for tank design there are 2 videos on my channel....take reference from them.....and please like and share videos...do let me know in case of help
Sir, I like the way of your explanation. I'm Naveen kumar i have done BE civil Engineering and M Tech in Structural Engineering, right now im looking for a job. can you help me sir ?
Please watch my latest video on this here......please Like and Subscribe, it really helps me to reach more people ua-cam.com/video/JQ8JsOHsLe4/v-deo.html
I don't doubt your capabilities but I request you to do only wind load analysis as per IS code 875 in stadd pro then show that value of lateral load due to wind which you got from stadd pro is same as that of manual calculation. you have spended 21 minutes I appreciate but this video is not clear. Take it as challenge . I have lot of doubts . let's start healthy discussion . I request you please accept my request
PANKAJ BEHL sure dear I will post very soon.... please like and share my videos with your friends on Facebook and WhatsApp as much as u can....feel free to ask any help
u can not apply all the direction of wind load under same wind load case. each and every direction say x, -x, z and -z should have different wind load cases. please don not give false information to the beginners.
thank you
You are welcome
Thanks for videos...
Thank you dear… please like and subscribe to support, it really helps me
Hello Jag,Your video on wind load analysis is very helpful. Thank you very much.Please can I get a complete set of videos on the design of electrical transmission line towers and also that of telecommunication towers using staadprov8i?I will be very grateful if you are able to assist.Thanks in advance.Bob.
Dear sir did u had wind load manual calculation as per Indian code, can u share that calculations
can you do a video on dynamic analysis and non linear analysis of buildings?
thank u so much... Jagbir sir
Thank you sir
U are welcome ... please like the video to support me
thank's for the video, in my structure wind load is not getting applied on the end nodes of the structure( my structure is a complicated design) , can you provide me any advise.
Wind load application on roof and sides from wind definition.
Hello Sir, Nice video. Please also upload video on vehicle load calculations.
Please make a video on design of aluminium pergola on staad and also on aluminium bracket and c channel
Ok sure.... kindly like the video to support me
very helpful video dear .... can u describe different designs according to ACI codes.....specially for buildings
Please vedio on facade design using us , Indian,both stadpro and etabs please
Sure .... like and subscribe to channel for upcoming videos
Thankq.,. So much sir .,. Your explanation is so understanding .,. Can please explain about taking of moments and shear for tanks ....
Sure ..... and thanks for such a nice feedback 😊😊
Hi,
why is Cpe-Cpi not considered in wind intensity manual calculation for IS Code option application in STAAD. Also, why is exposure applied to internal nodes.
CAN U PLEASE MAKE N SHARE SAME VIDEO FOR SIESMIC LOAD
I already have made 2 videos on Seismic load follow these links for them
ua-cam.com/video/0eZfh4AJdUo/v-deo.html
ua-cam.com/video/XijrffDmer0/v-deo.html
Also check update video for wind load
ua-cam.com/video/JQ8JsOHsLe4/v-deo.html
Please like the videos when you watch them, it really helps
Thnqqqqq sir
U are welcome.... kindly like the video
hello sir actually i have a doubt after taking of concrete design we get different bars in our given property section its okay but i have doubt of when it cum through, lower column indicates less no of bars and upper column indicates higher no of bars and they are in different sizes can i found what the mistake i had done or its propably thats it
Pls give suggestions for rebar structure Detailing’s
nice explanation.. how to put wind load already known or some ideas people's only get easily understood..any way it's easy for me..
thnku..
thank you very useful one. I have asked you in earlier vedios for detail explanation on Lx, Ly, Lz and Kx, ky, kz in steel design with a how to use in staff with one example please
thanx bro......I rember... I was a little occupied ........but tomorrow I will post video for that .....stay tuned ....share with friends
bro as per your request i created a video .....here is the link ....... ua-cam.com/video/z0CDLz3dWZk/v-deo.html ..... hope u like it
Jags 22079 hi do you do free Lance work. I have some products I need FeA analysis report with lateral forces and wind force analysis.
good job keep it up , i have subscribed it
Sanjay Saxena thanks dear
pl explain difference where we use area load tab and floor laod tab , while defining loading
Is Wind load is possible to apply in cooling tower design in staad pro.
cooling tower is in open top & it is an circular shaped.
There is no members.
Bro I have done as like u did. but think is that after calculating load intensity Pz then how I will calculate intensity for different heights of building ? that I wants to know only
can you show a video on curve beam analysis
please make a video on application of external & internal wind pressure on steel structure.
Good Day! i'm just wondering about designing staircases or elevator shafts. Do you have to design them separately from your building structure or do you have to design and analyse them together? Thanx.
kindly upload videos showing design for windloads, earthquake, deadloads, liveloads and the different combination therein.
If i am modelling a cooling tower of ht 150 m according to IS code. Then till what height do i have to give wind pressure intensity manually and in how much ht gaps, to calculate the wind load?
nice videos,jags nd can you do the video of strural glazing ,facade design by staddpro
CAN WE DESIGN THE STAIR CASES IN STAAD PRO............PLZ UPLOAD A VIDEO ON STAIR CASE
adithya royal dear friend I already have 3 videos for staircase design covering different types of staircase like circular and two way kindly follow these links
ua-cam.com/video/uJFhZu_M7Tw/v-deo.html
ua-cam.com/video/6qPi0Z4D2fo/v-deo.html
ua-cam.com/video/_ntpcofkYo8/v-deo.html
there are so many more interesting videos on my channel kindly watch and if u appropriate then please like and share my videos
Why were the leeward wind load not accounted for?
Whts leeward wind load
Sir, why were not applying (definations) wind load and sesimic load for analysis.
As Code book suggest to take max of both load.does the software doesn't take max of both loads?
We cannot apply at the same time seismic and wind definitions
Only one deifinition is possible at the same time in the same buidling.
Then can we apply wind load in load case details??
please upload a video on design of a concrete structure by applying all load(e.g.- dead,live,wind,seismic,gravity load etc.)
Bro I already have a video for that .....kindly check
How can we apply the load if there is Stair case in Rcc building & how, to calculate it?? Plz upload the video as soon as possible... B'coz bending moment and shear force will change. Then we can prepare the excel file...
How to check failed members in structure?
I think i shown it in one of my video.... but will mention it in my next video for sure..... subscribe n hit bell icon so that u get notifications..... n please like the video.... it really helps me
Sir! The factor you have applied under the wind load, how did you get that factor. why is it 1. why it can't be some other number.
hello..
I am facing some issue in wind loads fx fy fz command ignored...I need to sort it out this issue with a help of...
Hello Sir, Can you please help me how can i check exiting 12m telecom tower on rooftop installed on concrete base, also antennas and MW links were installed on this tower. i need to know how can i check if this tower safe or not or if i can installed new equipments on it. please if you have any tutorial please send to me. thx
Sir can u explain how to apply wind load on cable stayed bridge
Bro that depends completely on the model
That was really helpful,,,Thanks
Need to know more about Load Combinations. Define Comb. vs Auto Load Comb., which one to prefer..
thanks bro for your feedback...... for that I will soon post a video with full details...kindly share the video with your friends
Thank you very mush - how we can design curtain wall for wind load ( glass and aluminium profile )
How to manual calculate load
Buy manual calculation of design code
Nice video sir, can you provide Member releases concept? and Lift load (Elevator loading) procedure? thanks in advance
hello,
please guide, when i place secondary beams on another beam, it creates a node and divide my main beam in 2 part and that usually failed.
please guide for placing beams on another beams.
and guide when and where to release moments and which moments should be released.
hlo sir i need some technical help regarding staad pro help me
Can you upload a video by using manual method
Hi ji...thanks for video lecture. Can you please share wind load calculation excel for warehouse type steel structure factory building
can you please upload steel structure designs with wind loads using eurocode pls
one problem I am facing while applying load combination suppose I am applying this load combination 1.2 ( DL +LL-WL) for WL I have use -1.2 factor or 1.2 . according to I should 1.2 because I have already used -1 while giving load .
I have calculated Vz value now how to convert it into intensity value. and how to use this converted value in Staad Pro.
Thanks
Please share as soon as possible
u have calculate intensity based on height using is 800 part 3 and then u should put it in staa pro
Sir..plz tell me exposure factors..I can't understand properly
Hi Sir" how to create steel fabricated box girder in staad pro.
What is wind factor
wind load in only one case with same pressure coefficient . Kindly do manual calculation and then put load on members this is the right method can you make video for this with sloping roof (steel)
CAN U UPLOAD A G+3 building with complete details
+Soumik Datta dear friend....Take reference from this video.....If u still have doubts then do let me know..... Please like and share and comments for your feedback
How to change units in structure wizard?
In Top tool baar it is present
chnge graphics input units
please show the combination load with wind, dead and live in steel structure design
how to calculate the value of k1 k2 k3 of design wind speed?????
Sir please help on seminar of wind load compare old and new wind load code
Live load are applied using Floor load right 🤔 area load is something we can use to apply for wall load on beam or else if u apply areal load as live load, you have to first calculate the load distribution then apply that way 🤔
i m doing tank design(intz) HOW TO APPLY wind load in tank
Deepa Dubey you can use the same method ...for tank design there are 2 videos on my channel....take reference from them.....and please like and share videos...do let me know in case of help
Deepa Dubey tank design video links. ua-cam.com/video/Jd1QtXrGVeg/v-deo.html. ua-cam.com/video/nie1i_enGs8/v-deo.html
Sir, I like the way of your explanation. I'm Naveen kumar i have done BE civil Engineering and M Tech in Structural Engineering, right now im looking for a job. can you help me sir ?
naveen baabu u can apply in intec infra
thank u sir, but there is no openings for fresher
floating column design on staad pro plzzzzzzzzzzzzzz
Sure i will make a video on that soon
@@Jags22079 plzzzzzzzz do seismic design analysis of floating columns on saatd pro for which i will be really thankful to you sir
Pls show in details
Please watch my latest video on this here......please Like and Subscribe, it really helps me to reach more people
ua-cam.com/video/JQ8JsOHsLe4/v-deo.html
please explain with example
Please make staad report with 0 error 160 kmph wind speed Solar panel ground mount structure wind analysis video
transmission tower wind load
I don't doubt your capabilities but I request you to do only wind load analysis as per IS code 875 in stadd pro then show that value of lateral load due to wind which you got from stadd pro is same as that of manual calculation. you have spended 21 minutes I appreciate but this video is not clear. Take it as challenge . I have lot of doubts . let's start healthy discussion . I request you please accept my request
kindly pls upload video on moving loads
PANKAJ BEHL sure dear I will post very soon.... please like and share my videos with your friends on Facebook and WhatsApp as much as u can....feel free to ask any help
Please show warning and solution.
Wind load is not understanding easy calculate method said
Did not got your question
*** NOTE: If any floor diaphragm is present in the model Wind Load definition
why this showing
Haa how
your wind load application is incorrect (putting all wind load directions in one load case) please correct it
I was wondering about the same thing, so what you mean it should be in 4 direction?
u can not apply all the direction of wind load under same wind load case. each and every direction say x, -x, z and -z should have different wind load cases. please don not give false information to the beginners.