标志牌支撑设计计算书

WbfHbiD440264273标志板重量单位重量（g/cm3）横梁重单位重量（g/cm3）1.0142858882.73.0821104927.9Fwb1r0rQpcV19.1370719211.41.22581.240Fwh1r0rQpcV0.36260270211.41.22580.840Fwp1r0rQpcV2.44070155911.41.22580.840G4r0rGG1w10.60857153311.21.0142858880.36816Qy1G4w1HhMy12.4578378280.6085715330.368165.0236.338087截面面积惯性矩抗弯模量直径壁厚IW0.1520.010.0044612.14589E-056.82242E-05标志板的支撑结构计算恒重立柱尺寸规格版面尺寸(m)立柱所受的风载强度验算竖直荷载标志板所受的风载横梁所受的风载横梁h长度108.147.91528立柱重量单位重量（Kg/m2）合计（KN）5.727642281.689.82403855WbfHbi440264WbfHbi0.5430.152WbfHbi8.140.273G2HhFwbFwb1W23.08211055.0239.56853619.13707190.333888G4l2l3w1l1Qx10.60857150.5432.240.368165.0239.768447QQx1Qy1MMx1My110.072919.7684466922.45783827.42100526.678466.338087标志板的支撑结构计算恒重立柱尺寸立柱所受的风载强度验算竖直荷载标志板所受的风载横梁所受的风载横梁横梁5Fwb1Hhn10.3626030.543Fwbw1l2Mx1Fwbl2l3l29.5685360.368160.54326.678469.5685360.5432.240.543σmaxτmax401.9247w20.333888wbhp(g/cm3)p(g/cm3)4402640.32.77.9直径G1(板）KNG2(横梁）KNG3(立柱）KN合计15.21.0143.0825.7289.824Fwb1Fwh1Fwp1合计19.1370.2002.44121.778MxMyMtσmax193.12721.90145.056NMxMyMt应力max173.360193.12721.90145.056158.4857okabh垫层2.71.60.2基础2.51.41.7横梁基础假定厚度长度直径厚度长度0.8527.318.14σmin应力min-78.2264FALSE横梁立柱