耐张杆荷载计算：3.1128E-028.4009E-0230071.3869.461501.1963E-023.9243E-0230085851504.3091E-021.2325E-01h1=072.3176.321502.8216E-029.3546E-02h2=067.2769.29150g5d=7.4497E-032.8254E-02S=1567.2769.2915028332.2014554.61120255.91254.9150333.3149.461029429415044030260.36173.915052040245.77256.9115020001500245.77256.91150S/2横担1306.524673.863992.631996.3249.539164.651996.32634.48653.263992.633992.63653.269164.659164.65634.48634.484624.09g1D=g1B=L1=Q11D=Q12D=LVD11=LVD12=g2D=g2B=L2=Q21D=Q22D=LVD21=LVD22=g3D=g3B=Q31D=Q32D=LVD31=LVD32=g4Dvmax=g4Bvmax=Q41D=Q42D=LVD41=LVD42=g5B=Q51D=Q52D=LVD51=LVD52=TDmax=TBmax=PJD=Q11B=Q12B=LVB11=LVB12=AD=AB=P’JD=Q21B=Q22B=LVB21=LVB22=GJD=GJB=Q31B=Q32B=LVB31=LVB32=G'JD=G'JB=Q41B=Q42B=LVB41=LVB42=GD附加=GB附加=Q51B=Q52B=LVB51=LVB52=说明：Q为各种相应条件下的导、地线应力,如Q11D表示正常情况I下一侧导线的应力，Q12D为另一侧T1=Q1*AL1为耐张杆一侧之水平档距,PJ为金具水平受力,GJ为金具垂直受力S为线路转角度数,T1为耐张杆一侧导线之张力,T1为耐张杆一侧导线之张力T2=Q2*A1.正常情况I：最大风速、无冰、未断线荷载图：正常I1)垂直荷载：GG1D=g1D*AD*LVD11+GJD=（N）G2D=g1D*AD*LVD12+GJD=（N）G1B=g1B*AB*LVB11+GJB=（N）G2B=g1B*AB*LVB12+GJB=（N）2)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=（N）4540.562340.192333.67634.4849.532674.401908.802674.40954.404211.67954.405348.800.004077.255348.808154.514077.250.005348.802105.848154.518154.512105.840.000.000.000.001996.321996.321306.52653.26P2D=g4D(0.vmax)*AD*L2/2*COS(S/2)+T2D*SIN(S/2)+PJD=（N）P1B=g4B(0.vmax)*AB*L1/2*COS(S/2)+T1B*SIN(S/2)=（N）P2B=g4B(0.vmax)*AB*L2/2*COS(S/2)+T2B*SIN(S/2)=（N）3)纵向荷载：△T△TD=（T1D-T2D）*COS(S/2)=（N）△TB=（T1B-T2B）*COS(S/2)=（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=（N）荷载图：正常IIG2D=g3D*AD*LVD22+G’JD=（N）G1B=g3B*AB*LVB21+G’JB=（N）G2B=g3B*AB*LVB22+G’JB=（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=（N）P2D=g5D(b.10)*AD*L2/2+T2D*SIN(S/2)+P'JD=（N）P1...
