熱力工程分公司材料采購管理辦法

1、表3-55 地震作用下軸處柱端彎矩和與軸相連的梁端彎矩計算(kN.m層號ViDDimDim/DVim=(Dim/D×ViyhMc上Mc下Mb總h3.00295.8836242.006055.000.1749.431.89114.1993.43114.194.202.00308.9439423.006768.000.1753.042.18106.92115.83200.354.201.00315.6932054.006217.000.1961.232.88117.56176.34233.394.80表3-56 地震作用下軸處柱端彎矩和與軸相連的梁端彎矩計算(kN.m層號ViDDimDi

2、m/DVim=(Dim/D ×ViyhMc上Mc下Mb總hMb左Mb右10.0057.5756190.0011239.000.2011.521.2320.3834.5520.383.009.00108.7256190.0011239.000.2021.751.4433.9265.2468.473.008.00153.6956190.0011239.000.2030.741.5046.1192.22111.353.007.00192.7556190.0011239.000.2038.551.5057.83115.66150.053.006.00226.1956190.0011239.0

3、00.2045.241.5067.86135.73183.523.005.00254.3156190.0011239.000.2050.871.5076.30152.60212.033.004.00277.4256190.0011239.000.2055.491.3591.56166.47244.163.003.00295.8836242.008044.000.2265.672.00144.81275.824.20155.64155.642.00308.9439423.008629.000.2267.622.10142.01284.014.20208.91208.911.00315.69320

4、54.006540.000.2064.412.59142.22309.174.80213.11213.11表3-57 地震作用下軸處柱端彎矩和與軸相連的梁端彎矩計算(kN.m層號ViDDimDim/DVim=(Dim/D ×ViyhMc上Mc下hMb左Mb右10.0057.5756190.0016856.000.3017.271.3528.5051.813.0014.2514.259.00108.7256190.0016856.000.3032.611.4949.4197.843.0050.6150.618.00153.6956190.0016856.000.3046.101.506

5、9.16138.313.0083.5083.507.00192.7556190.0016856.000.3057.821.5086.73173.463.00112.52112.526.00226.1956190.0016856.000.3067.851.50101.78203.563.00137.62137.625.00254.3156190.0016856.000.3076.291.50114.43228.873.00159.00159.004.00277.4256190.0016856.000.3083.221.50124.83249.663.00176.85176.853.00295.8

6、836242.008044.000.2265.672.00144.81275.824.20197.23197.232.00308.9439423.008629.000.2267.622.10142.01284.014.20208.91208.911.00315.6932054.006540.000.2064.412.62140.67309.174.80212.34212.34表3-58 地震作用下軸處柱端彎矩和與軸相連的梁端彎矩計算(kN.m層號ViDDimDim/DVim=(Dim/D ×ViyhMc上Mc下hMb左Mb右10.0057.5756190.0016856.000.30

7、17.271.3528.5051.813.0014.2514.259.00108.7256190.0016856.000.3032.611.3852.9397.843.0052.3752.378.00153.6956190.0016856.000.3046.101.5069.16138.313.0083.5083.507.00192.7556190.0016856.000.3057.821.5086.73173.463.00112.52112.526.00226.1956190.0016856.000.3067.851.50101.78203.563.00137.62137.625.00254

8、.3156190.0016856.000.3076.291.50114.43228.873.00159.00159.004.00277.4256190.0016856.000.3083.221.50124.83249.663.00176.85176.853.00295.8836242.008044.000.2265.672.00144.81275.824.20197.23197.232.00308.9439423.008629.000.2267.622.10142.01284.014.20208.91208.911.00315.6932054.006540.000.2064.412.62140

9、.67309.174.80212.34212.34表3-59 地震作用下軸處柱端彎矩和與軸相連的梁端彎矩計算(kN.m熱力工程分公司材料物資采購管理辦法3.01.1正常申報:(1 用于承載力計算的框架梁由可變荷載效應(yīng)控制的基本組合表(工況一表3-65 用于承載力計算的框架梁由可變荷載效應(yīng)控制的基本組合表（- 梁）3.0層號ViDDimDim/DVim=(Dim/D×ViyhMc上Mc下Mb總h1057.5756190.0011239.000.2011.521.2320.3834.5520.383.09108.7256190.0011239.000.2021.751.4433.9265

10、.2468.473.08153.6956190.0011239.000.20span30.741.5046.1192.22111.353.07192.7556190.0011239.000.2038.551.5057.83115.66150.053.06226.1956190.0011239.000.2045.241.5067.86135.73183.523.05254.3156190.0011239.000.2050.871.50新鄉(xiāng)華新電力集團股份公司152.604營活動的正常進行，以最大限度地降低采購成本，特制定本辦法。56190.001、本辦法對本公司所有材料物資的采購均適用。 255

11、.49二、 采購流程：166.4732、貨品到庫后，經(jīng)倉庫保管驗收后，填寫收貨單。如直接送至現(xiàn)場，倉庫保管必須到現(xiàn)場驗貨。 36242.006055.00二、 職責分工： 49.432.002、倉庫保管負責貨物的數(shù)量驗收、發(fā)放及實時庫存數(shù)量反饋等； 207.62275.472308.94139423.002四、附則本辦法由熱力工程分公司解釋、補充、執(zhí)行，經(jīng)公司經(jīng)理批準后執(zhí)行。0.19293.903-60 (kN.m軸右梁端軸左梁端14.2520.38176.85176.85244.16114.19155.64208.91208.91212.34334.44備注183.52熱力工程分公司材料申購

12、表106.92工程名稱：申報日期：序號1型號單位數(shù)量2.98111.684.8軸右梁端軸左梁端軸右梁端軸左梁端軸右梁端20.3814.2514.2514.2568.4750.6152.3752.3768.47111.3583.5083.5083.50111.35112.52112.52112.52137.62137.62137.62183.52159.00159.00159.00176.85176.85155.64197.23197.23275.47208.91208.91208.91208.91314.54233.39213.11213.11212.34212.34212.34公司領(lǐng)導： 項目主管： 項目負責人： 組合項目 左-17.0-5.521.21.2×+1.4×+左1.