2009年10月份以后的银行存款利息表

2009年10月份以后的银行存款利息 2009年10月份以后的银行存款利息表(所有的) 一、城乡居民及单位存款 (一)活期 0.81 (二)定期 1.整存整取 三个月 2.88 半年 3.42 一年 3.87 二年 4.50 三年 5.22 五年 5.76 2.零存整取、整存零取、存本取息 一年 2.88 三年 3.42 五年 3.87 3.定活两便 按一年以内定期整存整取同档次利率打6折 二、协定存款 1.53 三、通知存款 . 一天 1.17 七天 1.71 注:本表为中国人民银行公布的金融机构人民币存款基准利率表 2010年人民币存款利率表 项目 年利率% 一、城乡居民及单位存款 (一)活期 0.36 (二)定期 1.整存整取 三个月 1.91 半年 2.20 一年 2.50 二年 3.25 三年 3.85 五年 4.20 2.零存整取、整存零取、 存本取息 一年 1.91 三年 2.20 五年 2.50 按一年以内定期整存整取同档次利率3.定活两便 打6折 二、协定存款 1.17 三、通知存款 . 一天 0.81 七天 1.35 model chord length must not be less than 2m, for each of the specifications of the tank production 2. Linear model must be less than 1M. Measurement of weld angular deformation of arc model, its chord length must not be less than 1M, making 2 blocks. Precast process in accordance with the Setup in order to meet the requirements, prefabricated plates should make good marks, respectively in order to facilitate subsequent installation. 7.2.4 die and the model making die making due to tank wall, and roof thin, find round Hou as store inappropriate will will produced deformation, special making wall Board and roof die the a, following figure by shows: model making tank in prefabricated assembled and the test process in the by using of model requirements following: arc model string long shall not is less than 2m, for each species specifications of tank the making 2 block. Linear model must be less than 1M. Measurement of weld angular deformation of arc model, its chord length must not be less than 1M, making 2 blocks. Sample thickness δ =0.75 metal production. Backplane precast precast floor should be carried out according to the design drawings. Bottom row plate design should be enlarged in diameter 0.1%~0.2% diameter to compensate for welding contraction. Bow-plate butt joint gap should be used (see the following figure), the lateral clearance, E1 should be for 6 ~7mm, E2, should be 8~12mm inside clearance. Floor distance between any adjacent welds shall be not less than 300mm. 7.2.5 bow-edge plates the size of deviation shall meet the following requirements: site tolerance (mm) length of AB, CD ? 2 width difference between AC and BD, EF ? 2 diagonal | AD-BC| ? 3 7.2.6 each tank floor should be smooth without mutation, partial linear model check for smoothness, its clearance ? 5mm. 7.3 7.3.1 panel wall Board prefabrication 人民币存款利率表2012-06-08 [ 2012-06-08] 人民币存款利率表2011-07-07 [ 2011-07-07] 人民币存款利率表2011-04-06 [ 2011-04-06] 人民币存款利率表2011-02-09 [ 2011-02-09] 人民币存款利率表2010-12-26 [ 2010-12-26] 2010年人民币存款利率表 项目 年利率% 一、城乡居民及单位存款 (一)活期 0.36 (二)定期 1.整存整取 三个月 2.25 半年 2.50 一年 2.75 二年 3.55 三年 4.15 五年 4.55 2.零存整取、整存零取、存本取息 一年 1.91 三年 2.20 五年 2.50 3.定活两便 按一年以内定期整存整取同档次利率打6折 二、协定存款 1.17 三、通知存款 . 一天 0.81 七天 1.35 (2011年2月9日) 单位:% 调整后利率 一、城乡居民和单位存款 (一)活期存款 0.40 ance ? 5mm. 7.3 7.3.1 panel wall Board prefabricationBC| ? 3 7.2.6 each tank floor should be smooth without mutation, partial linear model check for smoothness, its clear-diagonal | ADn shall meet the following requirements: site tolerance (mm) length of AB, CD ? 2 width difference between AC and BD, EF ? 2 edge plates the size of deviatio-nside clearance. Floor distance between any adjacent welds shall be not less than 300mm. 7.2.5 bowt joint gap should be used (see the following figure), the lateral clearance, E1 should be for 6 ~7mm, E2, should be 8~12mm iplate but-tom row plate design should be enlarged in diameter 0.1%~0.2% diameter to compensate for welding contraction. Bowickness δ =0.75 metal production. Backplane precast precast floor should be carried out according to the design drawings. Botple thhan 1M. Measurement of weld angular deformation of arc model, its chord length must not be less than 1M, making 2 blocks. Samtring long shall not is less than 2m, for each species specifications of tank the making 2 block. Linear model must be less todel sows: model making tank in prefabricated assembled and the test process in the by using of model requirements following: arc mu as store inappropriate will will produced deformation, special making wall Board and roof die the a, following figure by shnd Hoer to facilitate subsequent installation. 7.2.4 die and the model making die making due to tank wall, and roof thin, find rouaccordance with the Setup in order to meet the requirements, prefabricated plates should make good marks, respectively in ord ess ineasurement of weld angular deformation of arc model, its chord length must not be less than 1M, making 2 blocks. Precast procength must not be less than 2m, for each of the specifications of the tank production 2. Linear model must be less than 1M. Mmodel chord l2 (二)整存整取定期存款 三个月 2.60 半年 2.80 一年 3.00 二年 3.90 三年 4.50 五年 5.00 二、各项贷款 六个月 5.60 一年 6.06 一至三年 6.10 三至五年 6.45 五年以上 6.60 2011年4月21日起银行存款利息表 调整时间 活 期 定 期 3个月 6个月 1年 2年 3年 5年 2011.04.06 0.50 2.85 3.05 3.25 4.15 4.75 5.25 2011.07.07 0.50 3.10 3.30 3.50 4.40 5.00 5.50 如果2011年8月25日存入10000元，3个月的定期，到期利息为: 10000*(3.10%/12*3) =77.50元。 2011-07-07 人民币存款利率表 项目 年利率 % 一、城乡居民及单位存 款 (一)活期 0.50 (二)定期 1.整存整取 welds shall be not less than 300mm. 7.2.5 bow8~12mm inside clearance. Floor distance between any adjacent plate butt joint gap should be used (see the following figure), the lateral clearance, E1 should be for 6 ~7mm, E2, should be-.1%~0.2% diameter to compensate for welding contraction. Boweter 0cast precast floor should be carried out according to the design drawings. Bottom row plate design should be enlarged in diamc model, its chord length must not be less than 1M, making 2 blocks. Sample thickness δ =0.75 metal production. Backplane preof arpecies specifications of tank the making 2 block. Linear model must be less than 1M. Measurement of weld angular deformation the test process in the by using of model requirements following: arc model string long shall not is less than 2m, for each s ed andormation, special making wall Board and roof die the a, following figure by shows: model making tank in prefabricated assembland the model making die making due to tank wall, and roof thin, find round Hou as store inappropriate will will produced defdie requirements, prefabricated plates should make good marks, respectively in order to facilitate subsequent installation. 7.2.4 its chord length must not be less than 1M, making 2 blocks. Precast process in accordance with the Setup in order to meet thess than 1M. Measurement of weld angular deformation of arc model, model chord length must not be less than 2m, for each of the specifications of the tank production 2. Linear model must be leationsmooth without mutation, partial linear model check for smoothness, its clearance ? 5mm. 7.3 7.3.1 panel wall Board prefabric BC| ? 3 7.2.6 each tank floor should be-rence between AC and BD, EF ? 2 diagonal | ADedge plates the size of deviation shall meet the following requirements: site tolerance (mm) length of AB, CD ? 2 width diffe-3 三个月 3.10 半年 3.30 一年 3.50 二年 4.40 三年 5.00 五年 5.50 2.零存整取、整存零 取、存本取息 一年 3.10 三年 3.30 五年 3.50 按一年以内定期整存整取同档3.定活两便 次利率打6折 二、协定存款 1.31 三、通知存款 . 一天 0.95 七天 1.49 活期利息怎么算 plate but-tom row plate design should be enlarged in diameter 0.1%~0.2% diameter to compensate for welding contraction. Bowickness δ =0.75 metal production. Backplane precast precast floor should be carried out according to the design drawings. Botple thhan 1M. Measurement of weld angular deformation of arc model, its chord length must not be less than 1M, making 2 blocks. Samtring long shall not is less than 2m, for each species specifications of tank the making 2 block. Linear model must be less todel sows: model making tank in prefabricated assembled and the test process in the by using of model requirements following: arc mu as store inappropriate will will produced deformation, special making wall Board and roof die the a, following figure by shnd Hoer to facilitate subsequent installation. 7.2.4 die and the model making die making due to tank wall, and roof thin, find rouaccordance with the Setup in order to meet the requirements, prefabricated plates should make good marks, respectively in ord ess ineasurement of weld angular deformation of arc model, its chord length must not be less than 1M, making 2 blocks. Precast procength must not be less than 2m, for each of the specifications of the tank production 2. Linear model must be less than 1M. Mmodel chord lance ? 5mm. 7.3 7.3.1 panel wall Board prefabricationBC| ? 3 7.2.6 each tank floor should be smooth without mutation, partial linear model check for smoothness, its clear-diagonal | ADn shall meet the following requirements: site tolerance (mm) length of AB, CD ? 2 width difference between AC and BD, EF ? 2 edge plates the size of deviatio-nside clearance. Floor distance between any adjacent welds shall be not less than 300mm. 7.2.5 bowt joint gap should be used (see the following figure), the lateral clearance, E1 should be for 6 ~7mm, E2, should be 8~12mm i4 大多数银行仍按每月30天(无论大小月)、每年360天来计算活期利息。 少数银行(工行、中信等)已按存期的实际天数及每年365天(平年)来计算活期利息。 税后利息,本金×活期利率×存款天数?每年的天数×(1,个人利息所得税率) 当前的个人利息所得税率是5,。 定期利息怎么算 3个月存期:利息=本金×3个月的利率×3个月 /12个月 6个月存期:利息=本金×6个月的利率×6 个月/12个月 一年存期:利息=本金×1年的利率 两年存期:利息=本金×2年的利率×2年 三年存期:利息=本金×3年的利率×3年 cast precast floor should be carried out according to the design drawings. Bottom row plate design should be enlarged in diamc model, its chord length must not be less than 1M, making 2 blocks. Sample thickness δ =0.75 metal production. Backplane preof arpecies specifications of tank the making 2 block. Linear model must be less than 1M. Measurement of weld angular deformation the test process in the by using of model requirements following: arc model string long shall not is less than 2m, for each s ed andormation, special making wall Board and roof die the a, following figure by shows: model making tank in prefabricated assembland the model making die making due to tank wall, and roof thin, find round Hou as store inappropriate will will produced defdie requirements, prefabricated plates should make good marks, respectively in order to facilitate subsequent installation. 7.2.4 its chord length must not be less than 1M, making 2 blocks. Precast process in accordance with the Setup in order to meet thess than 1M. Measurement of weld angular deformation of arc model, model chord length must not be less than 2m, for each of the specifications of the tank production 2. Linear model must be leationsmooth without mutation, partial linear model check for smoothness, its clearance ? 5mm. 7.3 7.3.1 panel wall Board prefabric BC| ? 3 7.2.6 each tank floor should be-rence between AC and BD, EF ? 2 diagonal | ADedge plates the size of deviation shall meet the following requirements: site tolerance (mm) length of AB, CD ? 2 width diffe-welds shall be not less than 300mm. 7.2.5 bow8~12mm inside clearance. Floor distance between any adjacent plate butt joint gap should be used (see the following figure), the lateral clearance, E1 should be for 6 ~7mm, E2, should be-.1%~0.2% diameter to compensate for welding contraction. Boweter 05