Thank you so much. I have been using that and my results is just fine. I just notice we could calculate and apply same load on all beams, but that will be too much because they don't carry equal load. I think replacing it with slab will give an approximate result.... Keep up with the good work.
I thought the roof load can be added in prota structures by Edit beam with member, and the live load of roof load is 0.87,Dead load of 4kN/m2 and 2KN/m2 for External beam and internal beam respectively
It actually answer my question. Thanks you engineer. I appreciate
Thank you so much. I have been using that and my results is just fine. I just notice we could calculate and apply same load on all beams, but that will be too much because they don't carry equal load.
I think replacing it with slab will give an approximate result.... Keep up with the good work.
*Brother, I love your videos.. But, could possibly use the latest version of Protastructures instead? 2021 or 2022..Take Care man*
I thought the roof load can be added in prota structures by Edit beam with member, and the live load of roof load is 0.87,Dead load of 4kN/m2 and 2KN/m2 for External beam and internal beam respectively
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