Transcription of 建築構造学講義(2) - archi.hiro.kindai.ac.jp
1 1 2 3 MEI = FMFL=L4 etc. 5 6 7 F4 FLM=LF bh()maxmaxmaxmaxmax24326 NMNFNAbhFLLMZhbh == === maxNF=max4 FLM= 8 9 10 11 12 13 14 15 16 17 16 18 19 20 21 22 2006 23 24 25 26 27 28 29
2 30 31 34 35 36EP HP Elliptic ParaboloidHyperbolic Paraboloid37 EP HP 38 40 42 43
3 100 300kgf/3cm200 300kgf/3cm300 500kgf/3cm C B A A B C 2 (1975) (1982)BC (1983) (1988)49