@@EkidelCAD125KN/m ² X 1.4 = 175KN/m² ( bearing capacity X factor of safety) So what do I do when my foundation is okay but for instance S-max is greater than the the ultimate soil carrying capacity in this case 175kN/M² I don't know if I can get a WhatsApp Link or contact so I can forward a sample of what am asking
Thank you for your efforts, but I have a question. Could you please explain to me why the foundation design is neglected in the earthquake analysis of the building, or is the foundation design after the earthquake analysis? Thank
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Thanks. Good presentation
You are welcome
Please sir, good morning, I designed a 3 storey but my foundation is very big, how can i reduce it using Axial load , thanks sir
What do one do when the Smax great than maybe 175kN/m (the value you have on the foundation soil stress but every other checks and design passed
What is the 175kn/m ?
@@EkidelCAD125KN/m ² X 1.4 = 175KN/m² ( bearing capacity X factor of safety)
So what do I do when my foundation is okay but for instance S-max is greater than the the ultimate soil carrying capacity in this case 175kN/M²
I don't know if I can get a WhatsApp Link or contact so I can forward a sample of what am asking
@@DovitEngineering Okay I see, but I can't understand your question. Please contact me on Whatsapp so that you can send a screenshot.
Thank you for your efforts, but I have a question. Could you please explain to me why the foundation design is neglected in the earthquake analysis of the building, or is the foundation design after the earthquake analysis? Thank
All foundations of any structure is designed after analyzing the super structure
Hello Eng.
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