MASTERING AND REPORT PROBLEM

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bha

New Member
Good day, I will have questions about my attached project, ide structure. Is it correct for me to enter masonry data to the 5th floor, as you have sampled the terrace of a 1--4-floor building (with curtains and beams) in the forum? I have to design my interior 2- When I get an optional report in the attached project, the db26 tile shows insufficient cross-section in the structure summary section, but although I found it with find object, I could not see it visually and delete it. How can I delete the mentioned tile? Where could this problem come from? thanks link:
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"bha":q6o4itgb" said:
Good afternoon ide structure I have questions about my attached project. Is it right for me to enter masonry building data to the 5th floor, as you exemplified the terrace floor of a 1- 4 storey building (with curtains and beams) in the forum? I should open a new file and design the floor I want to make masonry in the file I just opened
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Hello, Masonry floor and reinforced concrete structure do not work together. The weight of the masonry floor can be entered as a load on the relevant elements on a lower floor.
2- when I get an optional report in the attached project In the section, the db26 tile section shows insufficient, but although I found it with find object, I could not see it and delete it visually. How can I delete the mentioned tile? Where can this problem come from? Thank you link:
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In the project, the raft floor was named D26. There was insufficient additional reinforcement of the calculation axis 2 in the raft floor It gives this warning. In the Reinforced Concrete dialog, edit the relevant additional reinforcement as fi18/10. Or in the Rebar selection window, mark the diameter of 18 for raft slab additional reinforcement and analyze. Good work
 
Never even think of a masonry floor on a reinforced concrete structure. What do you think happens to the masonry part at the top when the bar is oscillating during an earthquake!? In general, this situation arises for half duplex floors in the attic, the best solution to such situations is with reinforced concrete elements. G.KÖSE
 
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