Laying Moment-Reinforcement Areas

kyuceturk

New Member
Hello, I have a question on my mind. When I look at the slab moments in reinforced concrete design, I see that the moments in the reinforced concrete design envelope are very high. In addition, the program checks for lower torques. The inconsistency between these two stuck with me, although I thought the moment in the graph was too much. Note: The option to consider earthquake effects in flooring design is ticked.
 
"kyuceturk":14rr0d86" said:
Hi, I have a question. When I look at the slab moments in reinforced concrete design, I see that the moments in the reinforced concrete design envelope are very high. Besides, the program checks for lower moments. Although the moment in the graph is too high Note: The option to consider earthquake effects in flooring design is ticked.
Can you add the project?
 
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