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