protastructure tutorial: building analysis and load decomposition
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- Опубліковано 28 вер 2024
- selar.co/kx5f this is the link to the prota structure online training course.
this video would should you how to carry out proper analysis of the model using the decomposition and building analysis tool
Thx a lot for insightful video. I have the similar question with patrick.
The warning arise in making building analysis. Its is written "Warning:difference between building results and decomposed beam loads (%)= 5.00
It may be advisable to check the building model."
That is the warning, if its possible you can help us.
I am from Rwanda. Thx
Hello this is my question as well i get the same warning
I have followed the procedure above and the error has disappeared. Thank you so much from Kenya
@@danmuchwanju1757 hi Dan where in Kenya are you
I always thought i made mistakes in my design analysis results each time i encountered this.. i am happy this will be over
Very commendable!
my model cannot proceed to analysis- i get this information- analysis can be carried out when all storeys populated. models with empty storeys cannot be analysed
is there any important to put wall load through out beams? since slab self weight+partition(wall, alum, timber etc)+fineshes because loads from slabs converted to beams already!?
Bro pls I'm getting diaphragm error 😢....pls how do I go about it
Please send me the screenshot of the error message
Hey, My name is Mesfin and I am ffrom Ethiopia. I got this warning after analysis when i tried to design column. Column: 1C1 (Storey: 1), Building Analysis Combination Results not found... This happed on the first story column only.
Am Eric from Ghana am trying to do my slab analysis but it not working it say modal should be regenerated after the parameters in the tab are modified.
Please send me the screenshot of the message
Difference Between Building Analysis Results and Undecomposed Beam Loads (%) = 6.19.
That's what it's saying .
Beam
0.0
Slab
0.0
Ribbed Slab
Total
0.0
0.0
00 0.0 00
Yield Line approach for beam load decomposition may not be adequate for this model.
Sir
Kindly make a detailed video on earthquake analysis in Protastructure 2018
Regards from India 🇮🇳
CAN YOU JUST GO TO THE CONTENT DIRECTLY WITHOUT PESTERING US TO SUSCRIBE!
IN ONE OF YOUR VIDEO IDIDIN'T UNDERSTAND HOW TO GET THAT WEIGHT OF WALL(3.47) FROM TANZANIA