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eissenhover

New Member
Good afternoon. I have two questions. What exactly is the number of the upper rigid basement floor? When I looked at the definition, it said, "Determine your rigid floor in your project or something. Can you help me understand how I understand the rigid floor in my project?" In my other question, I have curtains on my site. R coefficient says greater than 7. I make R=7 from analysis settings, it doesn't improve
 
Please refer to the link below regarding the upper rigid basement floor number.
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The problem with R=7 is probably also related to the upper rigid basement floor number. Mark the curtains that do not continue on all floors as sub-basement/non-continuous curtains.
 
"NYILMAZ":3h4xz6ul" said:
See below link for upper rigid basement floor number
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The problem with R=7 is probably related to the upper rigid basement floor number. Mark the curtains that do not continue on all floors as sub-basement/non-continuing curtains.
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Sir, thank you very much, link it was useful, I can't add my project, I upload it here from the plugin upload tab, it is 100%
 
GOOD DAY. I WANT TO ASK SOMEONE WHO IS LEARNING WITH YOUR EXPLANATION. LINEAR PERFORMANCE ANALYSIS WHEN DESTINATION PERFORMANCE WHAT TO choosing our UYGUNDUR.MEVCUT PERFORMANCE CAN GUVENLIGI APPEARANCE BIZ IC's enough I DO NOT HAVE IMMEDIATE USE ME CIK must THIS CURIOSITY EDIYORUM.BIR in Aggreement I FOTOGRAFTAK the NOW ANALYSIS SONUCUNDAK the DEFORMASION displays the GORUYORSUNUZ.B image HOW YORUMLUCA I SIDE WHAT geliyo THIS VIEW collapse of flimsy THE BUILDING HAPPENED. THE BUILDING IN THIS PICTURE IS NOT LIFE SAFETY AND IS NOT RISKY FROM THE BUILDING ANALYSIS. CAN YOU HELP?
 
"eissenhover":6reblqpz" said:
GOOD DAY.I WOULD LIKE TO ASK SOMEONE WHO IS LEARNING WITH YOUR APPROACH. WHILE DOING LINEAR PERFORMANCE ANALYSIS, IT IS NOT SUITABLE FOR US TO USE IT AS A TARGET PERFORMANCE GUIDE. IN THE PHOTO I ADDED, YOU SEE THE IMAGE OF DEFORMATION AS A RESULT OF THE ANALYSIS OF THE STRUCTURE. HOW DO I INTERPRET THIS IMAGE AND WHAT DOES IT MEAN? performance level is determined according to the purpose of use of the building and it is explained in the earthquake code which performance level you should achieve for which building (item 7.8) Deformation differs according to the scale value you will give. You will see different deformation shapes between 2 times scale and 100 times scale. dot, "structure as expected It is to observe whether it is deformed or not" and to check whether the mathematical model behaves appropriately according to the actual structure behavior.
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Thank you very much. I ask a lot because I want to learn and not make mistakes. Give the plague of people on us. Let your rights be halal and I will continue to ask
 
Good day, my teachers. I had a question. After the pool is scratched, when I analyze (reinforced concrete and pool analysis), there is no data about the pool. Mold plan etc. The part with the pool looks empty, where do I go wrong?
 
"eissenhover":hbougfsb" said:
Good afternoon, my teachers. I had a question. When I analyze the pool (reinforced concrete and pool analysis) after the pool is scratched, there is no data about the pool. Mold plan etc. The part with the pool seems empty, where am I going wrong?[/ quote] Hello, There is no possibility of reinforcement design and drawing in the pool created with the Pool command. If the pool is rectangular, you can model it with beamless raft foundations and panels, and affect the soil and water loads. Information about load definition can be obtained from the links below. .com/forum/viewtopic.php?f=21&t=1582[/url]
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If we don't affect the horizontal soil forces on the basement curtains after we design our building, do we just make our panels scratchy, do we miss out on heat? such as alıyolar.extra loads,gırmıyolar.soil etc.
 
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