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Showing results for tags 'beam column connection'.
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Hello to all, Here is something that's been troubling me lately: There is a huge variation in BCCR between lowermost and topmost floor. I have attached snaps with details also. I see that the Column capacity at top floor is very low as compared to lower ones. Why is there such variation? Am I interpretating the results the correct way???
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- b/c ratio
- beam column connection
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Hello What type of connections are there between two structural elements, let's say for example connection between concrete column and beam. In my concrete design course the assumption was that when analyzing a continuous beam the columns would act as pinned support, why we make this assumption ? is it just for making the analysis easier ? What are the other types of connection ? When using analysis software the bending moment value will be different because the columns are not action as pin support, it was said to me that the connection type is semi rigid, so what is semi rigid connection ? and how can i calculate the value of bending moment if the connection is semi rigid. Thank you
