钢骨梁计算书1计算系数
钢骨梁截面
500<Object: word/embeddings/oleObject1.bin>
*1800
<Object: word/embeddings/oleObject2.bin>
采用Q235
工字钢,<Object: word/embeddings/oleObject3.bin>
=2.06
<Object: word/embeddings/oleObject4.bin>
,<Object: word/embeddings/oleObject5.bin>
=<Object: word/embeddings/oleObject6.bin>
=<Object: word/embeddings/oleObject7.bin>
,<Object: word/embeddings/oleObject8.bin>
200<Object: word/embeddings/oleObject9.bin>
.<Object: word/embeddings/oleObject10.bin>
=13<Object: word/embeddings/oleObject ...