help full video thanks i have faced this problem so i understood some Error/Warning List Axial Load Comparison Warnings: Warning: Difference between decomposed loads and slab loadings is (%) =5.44 Yield Line approach for beam load decomposition may not be adequate for this model. Warning: Difference between Building Analysis Results and Undecomposed Slab Loads (%) = 5.44 Building model should be checked. Refer to Axial Load Comparison table for more detailed information. i have found this issue while analysing my G+6 model, how i can correct
There are two errors illustrate above by you. The first error is as a result of using Yield line analysis method to distribute the slab load on to the beam. If the process gives an error,, then you'll have to try another slab load calculations method which is "load decomposition by FE". That way, you'll resolve the first error and move on with your process. The second error is as a result of poor/improper decomposition of load with the "load decomposition by FE" method. In this case, you'll have to redecompose the load by FE until there's no % difference between the building analysis and the undecomposed slab load.
This percentage of difference is up to you , you can manage it in the prota settings center, the default value is set to 5% you can decrease or even increase
Hello sir, prota structure has not included Indian design code so how prota file transfer in staad rcdc to design all members with indian code please guide
It is unfortunate ProtaStructure hasn't included IS Code standard in their program. Let's wait on the next update/version of ProtaStructure, maybe IS code template will be included but for now, there's no way to go about it.
Sir should the “slabs to be meshed” be turned on if I don’t design the slab itself? I get different results with axial load if I turn it on or off. In my firm we only calculate the load from the slabs to design the beams, columns and foundations. Specialist contractor take the design of the flat slab.
help full video thanks
i have faced this problem so i understood some
Error/Warning List
Axial Load Comparison Warnings:
Warning: Difference between decomposed loads and slab loadings
is (%) =5.44
Yield Line approach for beam load decomposition may not be adequate for this model.
Warning: Difference between Building Analysis Results and Undecomposed Slab Loads (%) = 5.44
Building model should be checked.
Refer to Axial Load Comparison table for more detailed information.
i have found this issue while analysing my G+6 model, how i can correct
There are two errors illustrate above by you.
The first error is as a result of using Yield line analysis method to distribute the slab load on to the beam. If the process gives an error,, then you'll have to try another slab load calculations method which is "load decomposition by FE". That way, you'll resolve the first error and move on with your process.
The second error is as a result of poor/improper decomposition of load with the "load decomposition by FE" method. In this case, you'll have to redecompose the load by FE until there's no % difference between the building analysis and the undecomposed slab load.
This percentage of difference is up to you , you can manage it in the prota settings center, the default value is set to 5% you can decrease or even increase
Hello sir, prota structure has not included Indian design code so how prota file transfer in staad rcdc to design all members with indian code please guide
It is unfortunate ProtaStructure hasn't included IS Code standard in their program. Let's wait on the next update/version of ProtaStructure, maybe IS code template will be included but for now, there's no way to go about it.
In Prota 22 concrete design code only has been added
@@kawktailMaarifa You mean IS code? No, i do not have the code template on my Prota 22
It's found but for concrete design only
Kudos to you......
Sir should the “slabs to be meshed” be turned on if I don’t design the slab itself? I get different results with axial load if I turn it on or off.
In my firm we only calculate the load from the slabs to design the beams, columns and foundations. Specialist contractor take the design of the flat slab.
Sir after decomposing loads, should I check "Use decomposed slab loads....." in the "FE Mesh" option?
Yes you should check it.
@@ridwantician Thank you sir 😊
How do you do this with the combination of the stairs?