板截面面积配筋表格,每米板宽内的钢筋截面面积表

板截面面积配筋表格,每米板宽内的钢筋截面面积表

1.板坯配筋图的主要内容；2.绘制板坯配筋图时的注意事项3.板坯配筋计算1.绘图内容组成1.底图：1.1网格底图1.2平面底图2.添加内容：2.1底板下部主要配筋2.2底板上部支撑配筋2.3numberofslabsteeltops/steps:0/0Favorites:0Comments:0Documentpopularity:Documentclassification:Infant/PrimaryEducation--EducationManagementDocumentTag:SlabReinforcementareatablesystemlabel: 面积//mm当钢筋直径/mm为下列数

②不同尺寸的钢筋钢筋的直径变化范围较大（12-32中间有多种），截面形状不规则，颜色不同。 AreatableReinforcementbarareapermeterplatewidthTableReinforcementbarspacing//mm当钢筋直径/mm为下列值时，钢筋截面积/mm266/888/101010/121212/141414/161616/181820704

EngineeringFormBeamandSlabReinforcementSurfaceandSlabReinforcementTableReinforcementSpacing(mm)ReinforcementBarDiameter(mm)以下数值为钢筋横截面积permeterofslabwidth(mm2)678910121416182022252828.338.550.263.678.5113.0ReinforcementareapermeterofslabwidthtableReinforcementspacing//mm当钢筋直径/mm为下列值时，钢筋截面积/mm266/888/101010/121212/141414/161616/ 1818207040456171

ReinforcementareaofengineeringtableslabReinforcmentareapermeterofslabwidthTableReinforcementspacing//mmReinforcementsectionarea/mm2whenreinforcementdiameter/mm为以下值66/888/101010/121212/141414/161616/18182070401.Calculatedcross-sectionalareaandthe钢筋理论重量.计算不同数量钢筋的横截面积与公称直径inmm/mm2单根钢筋的理论重量(kg/m)123456789628.357851131421701982262550.2226.533.26610013316619

?△? ModifiedbyJACKontheafternoonofDecember26,2020ModifiedbyJACKontheafternoonofDecember26,20TableofReinforcementAreaofSlabsTableofReinforcementAreaperMeterofSlabWidthTableofSteelPlateReinforcementTableSystemLabel:TableTotalReinforcementAreaofSection表直径8.2101214161820222528323640区28.333.250.352.878.5113.1153.9201.1254.5314.2380.1490.9615.8804.21017