截面上偏心距验算最不利为：组合1(组合1)

截面上偏心距验算满足: e1= 1.135 <= 0.250*6.000 = 1.500(m) 压应力验算最不利为：组合1(组合1)

压应力验算满足: 计算值= 365.606 <= 2100.000(kPa) 拉应力验算最不利为：组合1(组合1)

拉应力验算满足: 计算值= 23.137 <= 150.000(kPa) 剪应力验算最不利为：组合3(组合3)

剪应力验算满足: 计算值= -11.383 <= 110.000(kPa)

[极限状态法]:

强度验算最不利为：组合1(组合1)

强度验算满足: 计算值= 1027.409 <= 2905.987(kN) 稳定验算最不利为：组合1(组合1)

稳定验算满足: 计算值= 1027.409 <= 2895.866(kN)

(六) 台顶截面强度验算

[容许应力法]:

截面上偏心距验算最不利为：组合1(组合1)

截面上偏心距验算满足: e1= 1.302 <= 0.250*5.250 = 1.313(m) 压应力验算最不利为：组合3(组合3)

压应力验算满足: 计算值= 439.650 <= 2100.000(kPa)