板钢筋面积

本程序根据 全国《混凝土结构设计规范》 (GB 50010-2010)编制

钢筋间距(mm)当钢筋直径(mm)为下列数值时的钢筋截面面积(mm2)
6810121416182022252832
704047181,1221,6162,1992,8723,6354,4885,4307,0138,79611,489
753776701,0471,5082,0532,6813,3934,1895,0686,5458,21010,723
803536289821,4141,9242,5133,1813,9274,7526,1367,69710,053
853335919241,3311,8112,3652,9943,6964,4725,7757,2449,462
903145598731,2571,7102,2342,8273,4914,2245,4546,8428,936
952985298271,1911,6202,1162,6793,3074,0015,1676,4828,466
1002835037851,1311,5392,0112,5453,1423,8014,9096,1588,042
1102574577141,0281,3991,8282,3132,8563,4564,4635,5987,311
1202364196559421,2831,6762,1212,6183,1684,0915,1316,702
1252264026289051,2321,6082,0362,5133,0413,9274,9266,434
1302173876048701,1841,5471,9572,4172,9243,7764,7376,187
1402023595618081,1001,4361,8182,2442,7153,5064,3985,745
1501883355247541,0261,3401,6962,0942,5343,2734,1055,362
1601773144917079621,2571,5901,9642,3763,0683,8485,027
1701662964626659061,1831,4971,8482,2362,8883,6224,731
1801572794366288551,1171,4141,7452,1122,7273,4214,468
1901492654135958101,0581,3391,6532,0012,5843,2414,233
2001412513935657701,0051,2721,5711,9012,4543,0794,021

[参数输入]
d=mm钢筋直径
s=钢筋间距



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