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Turkish Hello, there is no error when I analyze my project. All my cuts seem adequate. However, when I look at the deformation part of the structure (like 1.4G+1.6Q), I see that red tones are intense in some floors and beams. Should these deformations be completely reduced and turned into a blue hue? What can be done to reduce it?
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Red Deformation Colors After Analysis
- Thread starter eyusuf
- Start date
Emrah YILDIZ
New Member
Hello, The colors you see in the Perspective window correspond to the values specified in the color scale on the left of the screen. The color tones in this scale are always the same. It is not appropriate to make an assessment by looking at the tone of the colors, but you should also consider the value that the color corresponds to on the scale. Good work.
Hello there; Changing the amount of reinforcement does not cause any elastic deformation changes in the structure. Increasing the amount of reinforcement increases the strength of the element. If you want to reduce the beam deformation, you need to increase the height of the beam. In addition, the deflection values are also controlled in the program. To see if the deflection control is sufficient, open the right-click menu on the 3D screen and click on the "analysis system display options" command. Go to the "reinforced concrete design" tab from the window that opens and select the "exceeding the deflection limit" option from the result section. In this case, the elements that do not exceed the deflection limit will appear on the screen in green, the elements that exceed the deflection limit will appear in red, and the elements without deflection control (such as a column) will appear in gray. At the same time, you can see the deflection control when you get the beam report and examine the "beam deflection and crack control" heading. Best regards...