Values for the Foundation

Mr. fuatturan "FLOOR SAFETY CANNOT SAVE ANY KIND. VALUES FOR THE FOUNDATION LIMIT VALUES" My suggestions for your project: 1- Put a mezzanine beam between S19-S20 to support the stair mezzanine landing, 2- K32 to support the staircase to the floor -Place beams between K36 beams, take the load of stairs, 3- When you make a solution with the ground safety you entered, your ground safety does not save. the value of your floor safety is not bad. With the C group soil, not the D group, 15.00 t/m2 soil safety, geology eng. If it changes with the D group, then it saves the ground by taking the enlargement ratio to 25%, (the ground safety can be increased by the geological engineer since the values are very close to the current values and the given ground safety is about 2.5-3.) Solve the superstructure interactively, (When solved by taking R=7, BP03 and BP04 do not save, there is no problem when the thickness is increased by 5 cm.) 5- Check the wall loads. 6- If the above suggestion is not for the floor, you need to improve the floor. 7- It would be better if you solve the beams without piles. Take it easy Unver ÖZCAN
 
Mr. fuatturan "THANKS FRIENDS. I DID IT WITH ANOTHER METHOD." Could you explain how you handled it? (It sets an example for other users in the forum.) Take it easy Unver ÖZCAN
 
WHEN CONFLICT OF IDEAS, THE TRUTH WILL COME OUT. I WRITTEN TO MAKE A PROJECT OF A BETTER QUALITY AND I HAVE BENEFIT FROM SOME IDEAS (INCLUDING YOU) BUT I DO NOT CONFIRM THE METHOD I USE. THANKS
 
Mr. fuatturan "TRUTH BRINGS OUT IN CONFLICT OF IDEAS. I WRITE TO MAKE A BETTER QUALITY PROJECT AND I BENEFIT FROM SOME IDEAS (INCLUDING YOU) BUT I DON'T ENROLL THE METHOD I USE [/[]][color] b]When you say I wish I had shared the information that you did not share now, you will see that you have reached maturity in engineering.[/b] Ünver ÖZCAN
 
Guys, it's a shame to test someone here, as this is a room, or to go through with the people in the room. No one will give you their opinion afterwards. I say we try to look a little suspiciously at someone who asks for help. I wish everyone good work and advice.
 
this is a method I used when I was in a difficult situation. I can't tell you secretly, I'm sorry When you are in a difficult situation, don't tell your colleagues about the method you use, but benefit from their ideas!! Nice job indeed.
 
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