应力计计算公式

1、SG-WC001-QR012/2011第页共页北侧锚索应力计监测记录表点位锚桩编号应力计编号初始频率监测频率首次监测监测拉力(KN)设计拉力范围值备注HzHz拉力#5月26日#KNKN北侧第一道锚桩1-4492058#191.5185.63183.96184.18185.10183.36184.99183.941801502101U/1-944062058#188.4204.07205.56205.93207.87205.75207.46205.931801502101-804242057#281.7273.84284.32284.33299.89284.57285.60284.1218015

2、0210需松1-664342068180150210张拉破坏1-614322066181.8180150210破坏断线补1-554022048#177.6178.39177.35176.79179.27177.92179.61178.501801502101-364412059#183.2180.69180.03180.20180.28180.18180.01185.641801502101-254172056#184.5183.39180.86180.77181.89180.79180.42180.94180150210北侧第二道锚桩21254012032149.1200165235断线2-

3、804052056#213.2204.87206.64206.77205.43206.85205.34205.092001652352-704392060#249.8218.38218.28217.52219.22217.82218.82217.322001652352-56421#187.7175.65176.15176.18175.86176.22175.56175.882001652352-43411#273.9270.35249.30248.21249.95248.88250.16248.86200165235北侧第三道锚索3-814072058#188.4220.74220.5022

4、0.72221.74220.30221.19219.892001652353-704262067200165235破坏3-594122063200165235破坏3-494252060#434.9406.01406.29405.85406.38406.13405.53405.92200165235需松3-374462047#276.6272.36263.36244.55268.69263.44268.43268.54200165235需松_ath_3-914382028#169.4168.73169.56169.01170.01170.03169.46169.252001652353-9841

5、82063#212.1200.14206.53206.49202.13206.61201.74199.182001652353-994132054200165235破坏3-1(A5022069#380.9375.54375.33372.73356.28371.43376.50374.75200165235需松IUh-3-15162052#492.6411.28412.65412.35414.89412.54413.83411.85200165235需松1UJ3-1255352030#342.8333.00331.07330.10331.57331.28330.65329.21200165235需松_adi_北侧第四存1厶4-435472052#273.4215.24212.14211.55214.10213.60215.11212.872001652354-565492024#352.3220.29210.31210.36212.10209.91211.87210.00200165235缩侧第四4-805102052#169.332001652354-915152024#232.44236.78200165235第58次天气：晴测试日期：2011年5月28日工程名称：国金中心监测工程报表编号：BMS058(20110528)-WC