单管塔独立基础计算表格
M kx=198.343452
e x=0.45099314
a x=1.09900686
p kmax=121.374058
axay≥
1.207816089
M kx=1871.64094
e x=0.83070407
a x=2.21929593
p kmax=152.484082
axay≥
4.925274426
房山二渡千河口
房山四渡云泽山庄
M kx=2894.06785
e x=0.94265092
a x=2.60734908
p kmax=150.535247
axay≥
6.798269227
M ky=198.3435
e y=0.450993
a y= 1.099007
<1.2fa
0.125bl 1.20125大于为ok
M ky=1871.641
e y=0.830704
a y= 2.219296
<1.2fa
0.125bl 4.65125大于为ok
M ky=2894.068
e y=0.942651
a y= 2.607349
<1.2fa
0.125bl 6.30125大于为ok
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