Sir Thanks for your video. While calculating the Wind force value, you have used Force Co-efficient formula as per IS 875 Part -3 2015, clause 7.4 for all the directions. Is it right? Or we have to use the above formula for Top and bottom force only and for lateral load we have to use clause no. 7.3.1. Waiting for your quick response.
Thanks for the great video. Two questions: 1. How were the loads calculated at 2:05? You used Excel for that. Is there any formula for this? 2. At 39:10, why was beta90 angle given to the Y beam? Thanks in advance.
For wind load you need to study IS:875part-3, and yes I have prepared an excel sheet for this calculation. Beta angle is provided to rotate purlin with respect to the direction of rotation according we you see I have applied local wind load for the actual effect of wind
Great video sir, I want to enter in designing part of solar but staad pro software is not downloadable in trial version. How to get it legally. Is any other alternative software which is best suited for solar mms analysis. Hope for your early reply.
On torrent you will get staad pro. Now days companies are using Select series addition of staad pro which is latest but you can also use staad pro select series 6. Explore on torrent
@@Hemant1991 This is one only user friendly software, otherwise you may use Robot analysis which belongs to Autodesk, To use Robot analysis you need to purchase this software
Cfn and CFT is the wind force coefficient for individual members, for there value I would suggest you to go through from IS 875 part-3-2015 latest version Table-29, But if you refer older version of IS-875-3-1987 then Table-26.
@@structuralfacts6297 I did saw the table...but how do we know what values to take..you have here taken 0.6 cfn on angle 0 degrees, but in this table 0.6, 2.10, aren't there... So, getting confused, could you help me out there
It is totally depend on the orientation of member in staad pro. Consider the Case of Channel section (C Shape) Let's assume X axis to Fn direction then wind blow angle will be (0 or 180)degree, then your coefficient will be Cfn=(2.05 or -1.8 ) Maximum value will be use so, Cfn=2.05 Z-Axis to Ft direction the. Wind blow will angle will be (90 or 270)degree, then your coefficient will be Cft=0.6 (270 degree angle direction not available).
Sir
Thanks for your video.
While calculating the Wind force value, you have used Force Co-efficient formula as per IS 875 Part -3 2015, clause 7.4 for all the directions. Is it right?
Or we have to use the above formula for Top and bottom force only and for lateral load we have to use clause no. 7.3.1.
Waiting for your quick response.
Great Sir!!
You are doing great
Nice video sir...can u pls share excel of wind load calculation
Thanks for the great video. Two questions:
1. How were the loads calculated at 2:05? You used Excel for that. Is there any formula for this?
2. At 39:10, why was beta90 angle given to the Y beam?
Thanks in advance.
For wind load you need to study IS:875part-3, and yes I have prepared an excel sheet for this calculation.
Beta angle is provided to rotate purlin with respect to the direction of rotation according we you see I have applied local wind load for the actual effect of wind
@@structuralfacts6297 please share excel sheet
which wind facing width we have to consider while considering column width. I didn't get it. Please help!!
Great video sir, I want to enter in designing part of solar but staad pro software is not downloadable in trial version. How to get it legally.
Is any other alternative software which is best suited for solar mms analysis.
Hope for your early reply.
On torrent you will get staad pro. Now days companies are using Select series addition of staad pro which is latest but you can also use staad pro select series 6.
Explore on torrent
@@structuralfacts6297 Thanks for helping, is there any other alternative software.
@@Hemant1991 This is one only user friendly software, otherwise you may use Robot analysis which belongs to Autodesk,
To use Robot analysis you need to purchase this software
@@structuralfacts6297 thanks for helping sir,
@@structuralfacts6297 Sir , can you make a tutorial video on Robot software also for the same solar mms analysis.
WHAT IS THE RATIO AND HOW WE CAN MAINTAINED 1??? IN MY FILE IT HAS SOHWON MORE THAN ONE AND SECITON GETTING FAIL IN STAAD REPORT..PL CLERFY
You are considering only member area but wind will act on panels also.
Please check for uplit and downward effect of wind also considered
Where and which panel area considered as wind exposed area
Thank you! Good job!
Thank you Mr. Hung cao !
Thanks
Software name please
How to do ballasted structure design in staad?
Can you please say how to show the connection of member in staad drawing properly ..
Connection is showing as a node in staad And for any type connection design you need to study IS:800
How to calculate the wind load?
Please tell me
Refer Is 875 Part-3 2015 amendment for load calculation due to wind on any structure
how to find coef of force for tube sections?
Refer , IS:875, part-3, 2015, there is a table given as individuals member force co-efficient
@@structuralfacts6297 there's no table for tubes.Could you please tell me the table number/ clause sir pls.. thankyou
Can you share this software
Why we taken member load as 0.117kN/m?
It is panel weight
can you help with the excel sheet of wind force load calculations???
if you get to know about it pls tell me
No Audio...? Unable to Understand. Can you make it with audio..?
what is cfn and cft?
Cfn and CFT is the wind force coefficient for individual members, for there value I would suggest you to go through from IS 875 part-3-2015 latest version Table-29,
But if you refer older version of IS-875-3-1987 then Table-26.
And if you like my video I would request you to please subscribe I will add more videos soon
@@structuralfacts6297 I did saw the table...but how do we know what values to take..you have here taken 0.6 cfn on angle 0 degrees, but in this table 0.6, 2.10, aren't there...
So, getting confused, could you help me out there
It is totally depend on the orientation of member in staad pro.
Consider the Case of Channel section (C Shape)
Let's assume X axis to Fn direction then wind blow angle will be (0 or 180)degree, then your coefficient will be Cfn=(2.05 or -1.8 )
Maximum value will be use so, Cfn=2.05
Z-Axis to Ft direction the. Wind blow will angle will be (90 or 270)degree, then your coefficient will be Cft=0.6 (270 degree angle direction not available).
@@structuralfacts6297 ohkayy, then what are these web, flange, lip and thk...I guess these are the parts of a C member?
Add voice for explanation
can u send me this structure design in catia software and excel sheet of wind force load calculations
I am expertise in staad pro.. sorry!
Sorry for late response but soon I will upload another video I will mark the link for excel sheet.
Sir please provide excel sheet
Not audible plzzz help
Can you send me this video with voice?
Sorry for late response but soon I will upload more videos with audio