Beam Wall Load

F

fathhh

New Member
Selamun aleykum. When I looked at the static report of a 3-storey building, I saw that the beam wall loads were entered as 0.191t/m, or the program that was never entered was a direct definition. but when I look at the architecture, the brick wall thickness is 13.5 cm and the load corresponds to 0.631t/m. my question is, does it make a difference in assembly and flat reinforcements if the load entered is less than it should be as above? Or, when I enter the required load, can the column dimensions determined by the previous one be insufficient? Of course, these can be noticed, analysis is needed, but since I do not have such a chance, I would like to ask experienced engineers and brothers about this situation. thank you in advance..
 
I have encountered such situations, the reinforcements in the beams change, especially the additions, and accordingly B errors may occur in the columns.
 
As you said, it gave a shear safety error at the column-beam junction, the additions increased, I will have the column size changed. Thank you very much..
 
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