Graduation Project - Building Design Help

K

kuru_52

New Member
Hello. I have many question marks in my head for my graduation project. First of all, is there a mistake in my design for the construction, when I choose the coefficient of behavior of the building R=4, I get an error in the error report, why should I determine the rigid diaphragm, what is the factor in this, after making the staircase analysis, when looking at the stair reinforcements, it shows the stair reinforcements as if they are not stuck in the landing at the floor level as if the staircase is independent of the construction Thanks in advance for your help, good work
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Hello, *When the Ductility Level normal system is selected in the program, a warning is given based on TDy 2007 item 2.5.3.1. However, Earthquake Zone and building height are not controlled. If your project meets the conditions in 2.5.1.6, you can ignore the warning. *Stairway drawings are prepared independently of the formwork plan. You can make the arrangements you want by using the 2D drawing possibilities. (In addition, the stair supports are arranged according to the solution conditions independent of the structure.) *In order to take calculations and drawings of the rib transverse teeth, it is appropriate to define it as a calculation beam with the Set typical beam command. Good work
 
My construction is 12.48 m high and the curtain system is accordingly R=7 I guess I should choose R=7 *In order to get the calculations and drawings of the rib transverse teeth, it would be appropriate to define it as a calculation beam with the Set typical beam command. In this, should I define all rib teeth as typical beams?
 
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