Mosque-i Project

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sadikcafer

New Member
Hello, I was doing a Cami-i project, I encountered many problems in the program. --I had analysis as semi-rigid diaphragm. 1-The number of modes is insufficient in dynamic analysis. (I increased the Number of Mods from the building tree and it still didn't work.) 2-How do we get the dome reinforcement drawings and details? (It is not available under the Draw Tab title. I select the reinforcement diameter and spacing in the structure tree, but I do not know how to get the drawing) The project is in the link, it was not uploaded to the forum because it was 4MB. Thanks... Good work LINK :
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Hello, 1-If the analysis is done according to the Mode Combination Method in its current form or by selecting the "Concentrate the rigid diaphragms at the center of mass" option while the response spectrum solution method is active, the number of modes is sufficient. 2-Dome reinforcement drawings are not made automatically in version 7. You can draw using the 2D possibilities of the program. Notes: *The upper rigid basement floor number is incorrect. It should be -1. *Dome supports are not defined. If the supports are to be arranged according to the solution conditions together with the structure, the analysis should be made according to the semi-rigid diaphragm option. (In this case, the stair supports should also be arranged according to the solution conditions together with the building.) The elevation of the dome on the ground floor seems wrong. Good work
 
Mr. Levent; As you said, I enabled "Concentrate rigid diaphragms at the center of mass" according to the Mode combining method or the response spectrum solution method, but nothing changed. Could you save and add as you described, I could not do the project. 1-Dome elevation has been corrected. 2-As you said, I made the rigid basement coefficient -1. (there is no basement, why do we take this as -1 instead of 0?)
 
"sadikcafer":zulhurvt" said:
Levent Bey; As you said, I enabled "Concentrate rigid diaphragms at the center of mass" according to the Mode combination method or according to the response spectrum solution method, but nothing changed. Could you save and add the project as you described, I could not complete the project. -As you said, I made the rigid basement coefficient -1 (there is no basement, why do we take this as -1 instead of 0?)
Click to expand...
*If the upper rigid basement floor number is entered as zero, the ground floor is considered rigid. *The problem of mode insufficiency when the analysis is made in the attached project (The dome support conditions were not changed in the project.)
 
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