24=2.97kWQjs=Pjs×tgφ=2.97×1.33=3.96kvar(15)、建筑施工外用电梯Kx=0.85Cosφ=0.6tgφ=1.33Pjs=0.85×11=9.35kWQjs=Pjs×tgφ=9.35×1.33=12.47kvar(16)、100m高扬程水泵Kx=0.75Cosφ=0.8tgφ=0.75Pjs=0.75×20=15kWQjs=Pjs×tgφ=15×0.75=11.25kvar(17)总的计算负荷计算,总箱同期系数取Kx=0.9总的有功功率Pjs=Kx×ΣPjs=0.9×(4.55+2.6+1.95+1.27+3.31+0.66+0.3+0.05+0.9+0.1+0.05+0.05+0.3+0.05+0.9+0.05+0.05+0.05+0.09+62.36+0.24+0.3+0.45+1.95+0.1+0.05+2.97+0.45+9.35+1.95+1.95+1.95+2.6+1.95+62.36+0.66+0.3+0.09+0.1+62.36+1.95+0.3+0.45+1.95+1.95+2.6+1.95+15+1.27+0.66+0.09+0.3+0.1)=234.31kW总的无功功率Qjs=Kx×ΣQjs=0.9×(4.64+2.65+1.99+2.92+7.58+0.67+0.31+0.04+0.44+0+0.04+0.04+0.31+0.04+0.44+0.04+0.04+0.04+0.06+83.15+0.24+0.4+0.61+2.6+0+0.04+3.96+0.61+12.47+2.6+1.99+1.99+2.65+1.99+83.15+0.67+0.4+0.06+0+83.15+1.99+0.4+0.61+2.6+2.6+2.65+1.99+11.25+2.92+0.67+0.06+0.4+0)=299.783kvar
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