15 .12 5.3 [( ])22 ()22 [(m l h bllh hbA tt????????????? kN APApF nsl2.271 33 .19.203 max ,????? kN APApF nsl2.271 33 .19.203 max ,????? kN F kN hbf l mt2.271 3.573 510 46 .11.17.07.0 0???????故,基础高度满足抗冲切承载力的要求。 4.基础板底配筋(1)长边方向 m kN blhb nn???????????268 )4.022()6.05.3 )(2 8.143 9.203 (24 1 )2() )(2 (24 1 2 2 1 max ,1 mm h810 40 850 01??? 131.4 155.2 178 143.8 1750 300 350 200 1750 203.9 58.9 P n( KN/m 2) 2 601 111751 810 210 9.0 10 268 9.0 mm hf MA y s??????选用 12? 14,? 14@150 变阶处: m kN Mm kN blhb nn??????????????5.268 5.204 )95 .022()15 .15.3 )(2 2.155 9.203 (24 1 )2() )(2 (24 1 1 2 2 1 max , '1(2)短边方向 m kN hbbl nn???????????5.106 )6.05.32()4.02 )(2 9.58 9.203 (24 1 )2() )(2 (24 1 2 2 min , max ,2 mm h796 14 40 850 02???? 2 602 22708 796 210 9.0 10 5.106 9.0 mm hf MA y s??????选配? 10@200