水闸设计计算书

9+088(1)21(2)0.5m12C250.6m30cm3Q=smnB2g1/203/2Qss=1.0mm=0.365BH05a1.WMAGPmaxminmaxminPkPaGkNMkNmAm2Wm3G=60.3kNM=0.54kNmA=3.8m2W=1.27m3WMAGPmaxminmaxP=16.3kNminP=15.44kN44.153.16MINMAXPP=1.06=2.02.WMAGPmaxminmaxminPkPaGkNMkNmAm2Wm3G=62.69kNM=-0.6kNmA=3.8m2W=1.27m3WMAGPmaxminmaxP=16.97kNminP=16.03kN03.1697.16MINMAXPP=1.06=2.03.WMAGPmaxminmaxminPkPaGkNMkNmAm2Wm3G=63.74kNM=0.54kNmA=3.8m2W=1.27m3WMAGPmaxminmaxP=17.2kNminP=16.34kN34.162.17MINMAXPP=1.05=2.0bKc=fG/HKcf0.45GkNHkNKc[Kc]HGfKc=34.269.6245.0=12.06CK=12.031.2559+088abhgkkgKN/mbmhm25KN/m3kg=12.75KN/mbX-GMMG16.5KNX0.95m15.68KN/mc20bhfMcdssd1.2M15.68KN/mcf12.5N/mm2b1.7m0h265mm0.126s211=0.135b=0.544ycsfbhfA0sAA=2452.32mm20bhAs=0.54%min=0.15%B14@100(As=2464mm2)A8@10069+088a20021HKE0EKN/m0K0.45Hm20.4KN/m30E=5.55KN/mbHEM3102M0E5.55KN/m2.24KN/mc20bhfMcdssd1.2M2.24KN/mcf12.5N/mm2b0h265mm0.028s211=0.028b=0.544ycsfbhfA0sAA=329mm20bhAs=0.11%min=0.15%0.15%437.25mm2B12@200(As=452mm2)A8@200