- How can I use Staad Pro to design the mounting structure for the solar (photovoltaic) system? - If I have an existing industrial warehouse, how can I decide if it can withstand the extra load for the solar panels and mounting structure (around 20 kg/m2)?
Suppose we have a steel warehouse of floor height 3.0m with a truss of height 1.30m resting on it. So when we check for max stroy drifts and maximum storey displacements, Should we check deflection and drift criteria only upto floor level or also at the top point of Truss .
Sir I have one doubt in wind load calculation, What should we take value of A (area) in F=(Cpe-Cpi)*A*pZ, If I have 30m X 80m building with 6 m bay spacing
Moment start and end of 0.99 means that member is suppose to be pin only or it would be simply supported so it will not produce any moment at its end ,however for the model to be stable we choose to release 99% of the moment
Sir I have one doubt in wind load calculation, What should we take value of A (area) in F=(Cpe-Cpi)*A*pZ, If I have 30m X 80m building with 6 m bay spacing
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Good explanation on Staad pro
Great job
Thanks a lot
I can learn from here
Amazing
Finally a good tutorial on Staad pro👌
what is Mpz and why 0.99? Please clarify.
how did you choose RD 17, please tell the logic behind that.
UNI GY -1.5 kn/m from where?
- How can I use Staad Pro to design the mounting structure for the solar (photovoltaic) system?
- If I have an existing industrial warehouse, how can I decide if it can withstand the extra load for the solar panels and mounting structure (around 20 kg/m2)?
Suppose we have a steel warehouse of floor height 3.0m with a truss of height 1.30m resting on it. So when we check for max stroy drifts and maximum storey displacements, Should we check deflection and drift criteria only upto floor level or also at the top point of Truss .
More Videos On Etabs Please !!!
Sir can you upload the video for pedestal and footing design for these columns...
Sir I have one doubt in wind load calculation, What should we take value
of A (area) in F=(Cpe-Cpi)*A*pZ, If I have 30m X 80m building with 6 m
bay spacing
Vibhor Shukla Sir, Would you be comfortable sharing the wind calculation's excel file you used in Staad Pro
Sir while designing with tapered members stadd shows design no supported. What can I do sir?
For Taper 7 you had providen moment start and end as 0.99 . Is 0.99 a standard value to be given . Can u please explain?
Moment start and end of 0.99 means that member is suppose to be pin only or it would be simply supported so it will not produce any moment at its end ,however for the model to be stable we choose to release 99% of the moment
Bro can u give me this staad file as reference
Sir I have one doubt in wind load calculation, What should we take value
of A (area) in F=(Cpe-Cpi)*A*pZ, If I have 30m X 80m building with 6 m
bay spacing
Actual area resisting wind force