Ground safety issue

S

SonDurak

New Member
HELLO THERE; THE PROJECT HAS A GROUND SAFETY PROBLEM, I CANNOT MAKE AMPATTATION BECAUSE THE 3 SIDES ARE CONNECTED. I WAITING FOR YOUR SOLUTIONS. THANKS..
 
When I examined your project, I realized that you have entered a very high dead load of 6.25 t / m2... If we collide with the 168 m2 foundation area, there is a dead load of about 1050 tons on the foundation, I can't understand why you entered this value so high, if there is a dead load on the foundation, if there is no fill weight, there is no coating. I couldn't comment comfortably because I couldn't see your architecture, but on this basis, you entered so much 6.25 t/m2 g.
 
There is 2.90 m sub-basement in the PROJECT, 2.90*1.80 = 5.22 t/m2 filling load, I entered a slightly lower 4.5 t/m2 covering load.
 
NORMALLY, I WAS MODELING FINISHES IN A SINGLE FLOOR, BUT HERE I ENTERED AS A SEPARATE FLOOR, BECAUSE THE HEIGHT WAS TOO MUCH (2.9 m).
 
Mr. SonDurak MY SUGGESTION: Why do you fill under your -5.00 jeans? Filling. You will reduce the load on the foundation. Also: --Since you have tiled at -5.00 level, go down with the ladder and use the bottom as well, (floor height is sufficient) --One end of the P20 curtain is loose, its combination with the floor is not suitable, --I don't know how the ladder is, but you can put the K15 beam on the mezzanine to support it. , --Add the stair loads on the floor and beams. Unver ÖZCAN
 
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