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- เผยแพร่เมื่อ 2 พ.ย. 2019
- For more Steel Structure Design Staad Pro videos go to my channel, click on the following link / ganisk
Steel Design Projects, How to Design PEB Building in Staad Pro, Staad Pro, Staad Pro v8i, PEB Building Design in Staad Pro, How to design PEB buildings in Staad Pro, PEB Building Design, Staad Pro Design videos, Staad Pro Design tutorials, PEB model in Staad Pro, Loading in Staad Pro, create supports in Staad Pro, Analysis in Staad Pro, Design in Staad Pro, Pre Engineered Building Design in Staad Pro, gani sk
thanks. your video examples are very clear and easy to understand. can you upload truss and portal frame design examples to BS 5950 using staadpro . it would help me a lot. thanks
First of all thanks..is it possible that you can make a connection design for steel frame structure in staad pro..thanks in anticipation
@29 WHY YOU HAVE choosen LY for both rafters and columns...... as per my knowledge "ly" is used for columns and "lx" is used for rafters... correct me if am wrong...
Great thing Sir.. Thank you so much for your clear explanation.. 🙏
I have doubts about how to calculate loads for steel building.. Please guide me sir..
If possible you can make videos regarding load calculations in details then really it's more useful for civil engineer students ....🙏
sir there is no load along longitudinal direction of building then why bracing and pipe struts is provided and what loads do bracing and pipe struts take?
What about deflection chk. Is it within the allowable.?
Hola soy tu seguidor pero te pediría de favor siempre dieras en todos tus videos la opción de configurar el idioma a español por favor, saludos desde México.
Any video for PEB with EOT Crane loading?
sir please explain how to make earth quack model in staad pro with including wind load
CAN YOU EXPLAIN IN A VERY DETAILED VIEW ABOUT LY, LZ, AND BEAM1 IN A SEPARATE VIDEO? HOW TO TOOK 1.5, 4,8 FOR RAFTER, COLUMN & BRACINGS.
Why are we providing extra dead load in addition to self weight? Is it the Load of the GI sheets and purlins?
Yes
What is the procedure to calculate the Lz,Lx,Ly value?
I got some bracing members fail eventhough i did exactly what you did. I badly need to check back. Can you share staad text file?
Sir, how you take LX, UNL and LZ, please explain
- 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)?
You can do the design for existing industrial warehouse also, this building was designed without solar panels load at that time, now you are adding solar panels, so you need to redesign that structure with solar panels load,
Present, you don't have any design for this building, its OK, you can measure and take the values from existing building then redesign it with solar panels load in Staad Pro, if it is withstand, then no need to change any members. In case if it is not withstand for the solar panels load, then you need give extra support members to withstand the structure for extra solar panels load and redesign it in staad pro.
Dear sir
Can you do the design for the T Rafter and Ridge Rafter in Staad Pro
It will be very use full for new students
Thanking you sir
Sure
When we should select pinned or fixed base support? What are the criterias?
First you need to take pinned support next do design and analysis, if it's pass then you can use pin support. If it's failed that means forces are more at support then you need to take fixed support.
Sir how to finalize the tapper section initially...and also I need clarification for why wind load 90 degeree is not considered , you are giving pinned support so ther is any effect for not giving kz factor..
sir please help me...
Initially you can take any size, after design and analysis, we need to optimize the steel and finalize the member sizes. yes you can apply wind load 90 degrees also on end frames. kz factor doesn't effect the design.
The wind loads applied just like that at random or for the B'lore region?
Not a random values, those are calculated design values.
@@GaniSk Thank you so much for your kind reply. One more doubt. In case the WLL/WLR values changes for both +ve Cpi and - ve CPi. Should we take the max value of +ve and -ve or we should have different combinations for both CPi +ve and CPi -ve?
Sir how you take load values...is your putting random values for describing purpose or any particular method to find...
with design calculation
@@GaniSk sir I need design calculation notes if you don't mind share to my email (laxmanettinamani1144@gmail.com ) I am doing project on this topic.
It will be greatest help....
Thank you. ..
@@lestr873 have u got that design step??
please show connection design in manually
I would like to ask Sir, is earthquake not included in the design parameters?
yes, earthquake load is not included in the design parameters
U had to make Lz 10 for rafter instead of 5
No need to release moment on the cross bracing?
based upon bracing connection type
Hi gani can you please upload weight analysis on stad pro. Or load calculation
Ok, Sure
@@GaniSk thanks.
sir can you let me know how you calculated dead load live load & wind load
Noted
Sir Can you explain how to get the Load measurements (like DL, LL , and WL)
Noted
Thanks to replay sir please explain
can u provide design data of this design
Sar my company name is Jack and jeroye engineering& enterprises are you have support in software
YOU HAVE TO CHECK DEFLECTION AGAINST WIND LOAD
Noted.
you didn't use bottom flange width and thickness...how is it possible?
If you don't mention bottom flange width and thickness, by default it will tack same size as mention in top flange size. .
@@GaniSk thanks..i have some more doubts...how i can discuss with you?
how to add number of anchor bolts in tekla structure
Number of Anchor bolts based upon calculation, that part done by the connection designer.
@@GaniSk for a certain project I try to use 8 anchor bolts for a single base plate in tekla structure. but It is not impossible to edit number of anchor bolts so how can I edit it? please
@@eyayudires8039 To edit the number of anchor in tekla structures refer this tutorial
Sir please explain the load calculations
Noted
You irritating the listener with display of logo in video