双向板计算表格

四边支承双向板弯矩系数(弹性)四边简支三边简支对边简支临边简支一边简支四边固支Lx/LyMaMbMa0Mb0MaMbMa0Mb0MaMbMa0Mb0MaMbMa0Mb0MaMbMa0Mb0MaMb0.50.09650.01740.121400.05840.0060.084500.04140.00170.11770.07820.0560.00790.08360.05630.04090.00280.08260.0560.04010.00380.550.08920.0210.118800.05630.00830.084300.04080.00290.11360.07790.05290.01050.08260.05640.03980.00410.08060.05610.03850.00550.60.0820.02430.115900.05380.01050.083700.040.00430.10930.07760.04960.0130.08130.05660.03850.00590.07840.05620.03670.00760.650.0750.02730.112600.05120.01270.082800.03910.00580.10470.07730.04620.01530.07960.05690.0370.00750.07590.05650.03460.00960.70.06830.02980.108900.04850.01490.081600.0380.00730.09960.07680.04260.01710.07740.05720.03520.00910.07310.05680.03220.01140.750.06190.03180.10500.04570.01680.080100.03660.00880.0940.07590.0390.01880.07480.05710.03330.001070.06980.05640.02970.01290.80.0560.03340.100800.04280.01870.078400.0350.01030.08820.07460.03550.02030.0720.05680.03130.01230.06610.05580.02710.01430.850.05060.03480.096500.040.02050.076500.03350.01190.08250.07310.03220.02160.06910.05640.02920.01380.0620.0550.02460.01560.90.04560.03590.092200.03720.02210.074400.03190.01340.07730.07140.02910.02260.0660.0560.0270.01510.0580.0540.02220.01670.950.0410.03650.08800.03450.02340.072200.03020.01470.07240.06960.02620.02320.06280.05560.02490.01610.05430.05270.01980.017310.03680.03680.083900.03180.02430.069800.02850.01580.06770.06770.02340.02340.05960.05510.02280.01670.05110.05110.01760.01760.950.088100.03270.02820.074500.02970.01890.06260.05990.0230.01930.90.092400.0330.03230.079600.03070.02250.06550.06520.02310.02220.850.096700.03280.03690.084900.03140.02670.06820.0710.02290.02540.80.101100.03240.04230.090200.03180.03160.07060.07730.02240.02890.750.105500.03190.04850.095700.0320.03740.07270.08390.02140.03270.70.109600.03090.05530.101100.03190.04420.07430.09070.01980.03680.650.113300.02920.06270.106300.0310.05190.07550.09780.01770.04110.60.116500.02690.07070.111100.02920.06040.07650.10460.01530.04520.550.119200.0240.07920.115400.02660.06970.07740.11010.01270.04920.50.121500.02010.0830.119100.02340.0790.07820.1140.00980.0535保护密码：0板厚120荷载类型恒载活载砼等级c25砼强度11.9荷载大小420保护层厚度25分项系数1.21.3钢筋级别2钢筋强度300折算荷载17.813泊松比:1/6提示:如下面钢筋 方案 气瓶 现场处置方案 .pdf气瓶 现场处置方案 .doc见习基地管理方案.doc关于群访事件的化解方案建筑工地扬尘治理专项方案下载 不能满足要求,可改变钢筋面积及及标识,以满足要求。钢筋标识K8G8K10G10H1010@100面积251.5335.3392.5503.0654.2785弯矩承载力6.9299.13210.60413.37917.02620.042板号Lx(短边/简支边)Ly(长边/固定边)KindLx/Ly弯矩值配筋结果X跨中Y跨中X支座Y支座X跨中Y跨中X支座Y支座Mx1My1支座Mx0支座My0跨中Mx跨中MyB12140.5000.7682.2742.4093.511K8K8K8K80.01740.09650.07820.1140.00980.0535B23.64.250.85715.58811.85824.52021.897H10G10更大更大0.04988571430.03495714290.06142857140.05485714290.02425714290.0157571429B33.63.850.94713.23312.05221.75321.063G10G10更大更大0.04124210530.03646842110.05449473680.05276842110.01992631580.0172684211B44.25550.85021.98916.48634.49230.598更大H10更大更大0.05060.03480.0620.0550.02460.0156B53.6450.90014.45412.03523.15221.555H10G10更大更大0.04560.03590.0580.0540.02220.0167B61240.5002.0290.6062.5751.734K8K8K8K80.09650.01740.08360.05630.04090.0028B72350.6676.5553.2219.2366.973K8K8K10G80.07276666670.02813333330.07496666670.05660.03380.0102B83.64.1550.86715.31511.90124.19121.815H10G10更大更大0.0488530120.03518433730.06060240960.05465060240.02376144580.0159843373B93.63.850.94713.23312.05221.75321.063G10G10更大更大0.04124210530.03646842110.05449473680.05276842110.01992631580.0172684211B103.63.850.94713.23312.05221.75321.063G10G10更大更大0.04124210530.03646842110.05449473680.05276842110.01992631580.0172684211B113.63.850.94713.23312.05221.75321.063G10G10更大更大0.04124210530.03646842110.05449473680.05276842110.01992631580.0172684211B123.63.850.94713.23312.05221.75321.063G10G10更大更大0.04124210530.03646842110.05449473680.05276842110.01992631580.0172684211用法说明及帮助1、 表 关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf 中黄色部分为用户数据输入部分;淡紫部分为建议内容(可修改);绿色部分为过程数据;红色部分为计算结果2、配筋中"更大"表示可选钢筋方案不能满足些板的弯矩要求,用户可对钢筋方案进行适当修改以进行选筋3、配筋计算表中Lx为短边或简支边,Ly为长边或固支边(即KIND为0,3,5时Lx为短边长;KIND为1,2,4时Lx为简支边长)4、配筋计算表中KIND参数分别为:[0:四边简支;1:三边简支;2:对边简支;3:临边简支;4:一边简支;5:四边固支]5、配筋标识KD表示φD@200;GD表示φD@150,GD表示φD@1206、计算中考虑了柏桑比及活荷载不利布置的情况7、单向板可近似按长宽比为2输入,如长5m,宽2米的单向板可按长4m,宽2米输入8、请自行考虑最小配筋率弯矩(kN·m)3.54砼强度(MPa)钢筋强度(MPa)11.9210截面宽度截面高度保护层厚度100012025zerAs0.0330.983180.5