Strong column weak beam control ?

C

cakilomer

New Member
Since the beam sizes are quite high in hollow blocks, ZK verification is very important. In the attached picture, when ZK verification is being made on the S6 column, the K6 beam is calculated separately and the K7 beam is calculated separately. However, if these beams continue continuously, the two beams are taken into account together. It makes me think that it will not produce correct results. Am I right about this? If I am right, what solutions can we produce? good work everyone.
 
Hello, In the program, under strong column control, when the beams are connected at an angle to the column node, the bearing moments are taken into account proportionally in both directions. Good work
 
Thank you for your answer. Mr. Levent, but when the joint points are common, moment distribution is made. When there is skewness, beams are taken into account separately in the reports. Thank you for your sensitivity.
 
"cakilomer":tc0s09b6" said:
Thank you for your answer. Mr. Levent, but when the joint points are common, moment distribution is made. When there is eccentricity, separate beams are taken into account in the reports. Thank you for your precision
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We could not understand exactly what the problem was. Can you elaborate on the problem and what should happen on a sample project?
 
If you write the solution here as well, we would help friends who will encounter such a problem in the future to find the answer :)
 
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