Did I come across a very good ground qt=9.87 kg/cm2

M

masmay

New Member
GOOD DAY... ACCORDING TO THE NEW EARTHQUAKE REGULATION, WE NOW NEED TO ENTER THE LOAD LOADING POWER VALUE, NOT THE GROUND SAFETY STRESS VALUE. FROM THE FLOOR REPORTS, THE FLOOR TRANSPORT DAY qt: 9.87 kg/cm2 is given. WHEN I DIVIDE THE BUILDING MASS IN THE SESSION AREA, THE VALUE I find qt:2.77 kg/cm2 . I CALCULATE A 15-STORY BUILDING AND I HAVE TO REPLY SPEAK, WHEN WE ENTER THE GROUND SAFETY STRESS VALUE FOR A 15-STOREY BUILDING, APPROXIMATELY 150-160 CM RADYE CARRY THE FOUNDATION BUILDING. IS 100 CM THICKNESS RADGE BASIC NORMAL FOR A 15-STOREY BUILDING? WHERE CAN I GO WRONG. THE QUALITY OF qt:9.87 kg/cm2 GIVEN IN THE GROUND REPORT IS TOO HIGH or I COUNT ON A GOOD GROUND?? GOOD WORK
 
In the new regulation, the safety factor for ground bearing capacity has been reduced (1, 4), but calculation is required according to 1.4G+1.6Q. Even if it is 14G+1.6Q, if you look at the total, the coefficient is lower than before. If the ground survey is done in accordance with the new regulation rules, there is no problem.
 
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