Ground security is negative

Re: ground safety is negative ?? Hello. My suggestions -- Soil bearing capacity qt 1.55 t/m2 is entered and this value is wrong. Check from the floor report. --Lift the live loads on the beams at the 4th floor and multiply by the beam width on the other floors. (0.200*.6=0.12 t/m) --Add the ladder to the modeling, --Since your structure is hollow block, the item 4.3.4.6 does not provide for tipping, it is difficult to provide. Return to the tape. Unver ÖZCAN
 
Re: ground safety is negative ??
"unver":16znzpee" said:
Hello My Suggestions --Soil bearing capacity qt 1.55 t/m2 is entered, this value is incorrect. Check from the ground report. Moving loads are too high, lift at the 4th floor and multiply by the beam width at other floors (0.200*.6=0.12 t/m) --Add the ladder to the modeling, --As your structure is hollow block, the item 4.3.4.6 does not provide for overturning, it is difficult to provide. Unver ÖZCAN
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The live load value on the beams should be given in m2 The program automatically multiplies the beam width.
 
Re: ground safety is negative ?? Thank you very much for your interest and reply, Unver, I made some changes, but I still get a negative ground safety report. The contractor doesn't want me to make a tape, I have to solve it this way
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