铁塔基础作用力计算软件

G2D=g1D*AD*LVD12+GJD=1996.32(N)G1B=g1B*AB*LVB11+GJB=653.26(N)G2B=g1B*AB*LVB12+GJB=653.26(N)9164.652)水平荷载:P(T取相应条件下的应力Q1乘以面积)P1D=g4D(0.vmax)*AD*L1/2*COS(S/2)+T1D*SIN(S/2)+PJD=4624.09(N)P2D=g4D(0.vmax)*AD*L2/2*COS(S/2)+T2D*SIN(S/2)+PJD=4540.56(N)P1B=g4B(0.vmax)*AB*L1/2*COS(S/2)+T1B*SIN(S/2)=2340.19(N)P2B=g4B(0.vmax)*AB*L2/2*COS(S/2)+T2B*SIN(S/2)=2333.67(N)3)纵向荷载:△T△TD=(T1D-T2D)*COS(S/2)=634.48(N)△TB=(T1B-T2B)*COS(S/2)=49.53(N)2.正常情况II:覆冰、相应风速气温、未断线1)垂直荷载:GG1D=g3D*AD*LVD21+G’JD=2674.40(N)G2D=g3D*AD*LVD22+G’JD=2674.40(N)G1B=g3B*AB*LVB21+G’JB=954.40(N)G2B=g3B*AB*LVB22+G’JB=954.40(N)2)水平荷载:P(T取相应条件下的应力Q2乘以面积)P1D=g5D(b.10)*AD*L1/2+T1D*SIN(S/2)+P'JD=4077.25(N)P2D=g5D(b.10)*AD*L2/2+T2D*SIN(S/2)+P'JD=4077.25(N)P1B=g5B(b.10)*AB*L1/2+T1B*SIN(S/2)=2105.84(N)P2B=g5B(b.10)*AB*L2/2+T2B*SIN(S/2)=2105.84(N)