elevator bug?

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kth10

New Member
mrb friends, I am waiting for your help on 4 issues 1- combination error in s04 arm 2- curtain error in geometry control 3- stair details 4- elevator shaft....and showing it in the basic section, can you help with these problems in the project I uploaded below?
 
"kth10":2ma0rt95" said:
mrb friends I'm waiting for your help on 4 issues 1- combination error in s04 arm 2- curtain error in geometry control 3- details of stairs 4- elevator shaft....and don't show it in the basic section of the project I uploaded below Can you help?
Click to expand...
Hello, The following are the findings and suggestions for data entry in the project; *In the project, the superstructure interactive solution has been made and the base has not been defined under the P5-P7-P11 panels.(This may affect the results of the analysis.) *Floor and normal K26 beam is drawn on the panel object on the floors. There is no need for this. The floor can be connected to the P01 panel as in the basement. *According to TDY 2007 article 3.6.2.1, the thickness of the curtain end zone cannot be less than 1/15 of the floor height. The ground floor height is 3.90 meters The wall thickness should be at least 26 cm for straight-arm staircases. *For staircase details, stair reinforcement axes should be drawn and stair analysis should be done. im6/static/stairs_hesabi_ve_donati_cizimi/stairs_hesabi_ve_donati_cizimi.html[/url] Good work
 
I'm uploading the project with its final version, can you check the system, is it correct for me to take the R coefficient of 6 for this system?
 
It seems that the maximum alphaS is 0.78. Then, according to the article 2.2.5.2 of the earthquake code, 10-4xAlfaS = 10-4x0.78 = 7-3.11 = 6.89. You can enter the value 6.8. If you enter the value of 6.0, you indicate that all earthquake loads are carried by shear walls. This is also not true for this system.
 
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