... sau:TÇng)(mhiip1zi−σziiipp−+=σ12ie1ie2)(mSi123456789101112130,3 - - - - - - - - - - - 0,42,8023,3663,934,4945,0585,6226,1866,7507,3147,8788,4429,0069,66414,54513,5411,629,7958,317,1256,1605,3854,794,4104,1103,8653,46517,34716,90615,55014,28913,36812,74712,34612,13512,10412,28812,55212,87113,1290,8420,8400,8370,8340,8300,8270,8240,8210,8180,8160,8150,8140,8140,7980,7980,8020,8040,8060,8070,8080,8090,8100,8100,8110,8110,8120,00720,00680,00570,00490,00390,00330,00260,00200,00130,00100,00100,00050,0004 ... cát:==nizioiiiEhS1; 8,0=Kết quả tính toán trình bày trong bảng sau:Tầng)(mhiip1ziziiipp+=12ie1ie2)(mSi123456780,5 - - - - - - - 2,993,934,875,816,757,698,639,5720,84518,0513,6859,8056,724,883,9653,09523,83521,9818,55515,61513,4712,5712,56512,5450,8240,8230,8220,8210,8200,8190,8170,8140,7880,7900,7960,8020,8060,8080,8110,8120,0090,0090,0070,0050,0040,0030,0020,0006 ... toán chiều cao và cốt thép móng: 3.1 Tính toán chiều cao móng: Gần đúng tính kích thớc tiết diện cột nh sau: )(cclb ì21560902,1117000cmRnNFnttc=ì=ì= ttN - lực dọc tính toán...