梁纵筋计算表

梁纵筋计算表,,,,,,,,,,

截面,层,M,as,x,g,As,实配钢筋,AS,配筋率%,最小配筋率

A,6,-128.32,0.0426,0.0436,0.9782,441,4根16,804,0.27,0.16%

,5,-305.05,0.1014,0.1071,0.9464,1083,4根20,1256,0.42,0.16%

,4,-429.56,0.1427,0.1547,0.9226,1565,4根22,1520,0.51,0.16%

,3,-470.15,0.1562,0.1708,0.9146,1728,2根22+2根25,1742,0.59,0.16%

,2,-579.38,0.1925,0.2158,0.8921,2183,2根25+2根28,2214,0.74,0.16%

,1,-689.86,0.2292,0.2641,0.8679,2672,4根28,2463,0.83,0.16%

边中,6,392.93,-0.1306,-0.1230,1.0615,-1244,2根18+2根20,1137,0.38,0.16%

,5,486.46,-0.1617,-0.1504,1.0752,-1521,4根22,1520,0.51,0.16%

,4,485.76,-0.1614,-0.1502,1.0751,-1519,4根22,1520,0.51,0.16%

,3,485.76,-0.1614,-0.1502,1.0751,-1519,4根22,1520,0.51,0.16%

,2,485.81,-0.1614,-0.1502,1.0751,-1519,4根22,1520,0.51,0.16%

,1,501.23,-0.1666,-0.1546,1.0773,-1564,4根22,1520,0.51,0.16%

B左,6,-220.15,0.0732,0.0761,0.9620,769,4根16,804,0.27,0.16%

,5,-333.94,0.1110,0.1179,0.9410,1193,4根20,1256,0.42,0.16%

,4,-351.48,0.1168,0.1246,0.9377,1260,4根22,1520,0.51,0.16%

,3,-404.51,0.1344,0.1449,0.9275,1466,2根22+2根25,1742,0.59,0.16%

,2,-442.7,0.1471,0.1599,0.9201,1617,2根22+2根25,1742,0.59,0.16%

,1,-492.83,0.1638,0.1800,0.9100,1820,4根25,1964,0.66,0.16%

B右,6,107.02,-0.0356,-0.0350,1.0175,-354,4根16,804,0.27,0.16%

,5,-271.57,0.0902,0.0947,0.9526,958,4根20,1256,0.42,0.16%

,4,-368.13,0.1223,0.1309,0.9345,1324,4根22,1520,0.51,0.16%

,3,-439.36,0.1460,0.1586,0.9207,1604,2根22+2根25,1742,0.59,0.16%

,2,-489.05,0.1625,0.1784,0.9108,1805,2根22+2根25,1742,0.59,0.16%

,1,-578.09,0.1921,0.2153,0.8924,2178,4根25,1964,0.66,0.16%

中中,6,-36.27,0.0121,0.0121,0.9939,123,4根16,804,0.27,0.16%

,5,35.51,-0.0118,-0.0117,1.0059,-119,4根16,804,0.27,0.16%

,4,35.7,-0.0119,-0.0118,1.0059,-119,4根16,804,0.27,0.16%

,3,35.7,-0.0119,-0.0118,1.0059,-119,4根16,804,0.27,0.16%

,2,37,-0.0123,-0.0122