梁线刚度计算表

1或6轴框架梁线刚度计算表C——D轴间梁层号梁宽b(m)梁高h(m)9——130.30.65252.80E+076.87E-0361——80.30.65303.00E+076.87E-0362或5轴框架梁线刚度计算表C——D轴间梁层号梁宽b(m)梁高h(m)9——130.30.65252.80E+076.87E-0361——80.30.65303.00E+076.87E-0363或4轴框架梁线刚度计算表C——D轴间梁B——C轴间梁层号梁宽b(m)梁高h(m)9——130.30.65252.80E+076.87E-0361——80.30.65303.00E+076.87E-036)/(2mmNfcu)/(2mkNEc)(1243mbhIb=)(ml)/(2mmNfcu)/(2mkNEc)(1243mbhIb=)(ml)/(2mmNfcu)/(2mkNEc)(1243mbhIb=)(ml1或6轴框架梁线刚度计算表C——D轴间梁B——C轴间梁B——A轴间梁4.81E+046.87E-0364.81E+046.87E-0365.15E+046.87E-0365.15E+046.87E-0362或5轴框架梁线刚度计算表C——D轴间梁B——C轴间梁B——A轴间梁6.41E+046.87E-0366.41E+046.87E-0366.87E+046.87E-0366.87E+046.87E-0363或4轴框架梁线刚度计算表C——D轴间梁B——C轴间梁B——A轴间梁4.81E+046.87E-0366.41E+046.87E-0365.15E+046.87E-0366.87E+046.87E-036)(mkNlIEibcb?=b)(1243mbhIb=)(ml)(mkNlIEibcb?=b)(1243mbhIb=)(ml)(mkNlIEibcb?=b)(mkNlIEibcb?=b)(1243mbhIb=)(ml)(mkNlIEibcb?=b)(1243mbhIb=)(ml)(mkNlIEibcb?=b)(mkNlIEibcb?=b)(1243mbhIb=)(ml)(mkNlIEibcb?=b)(1243mbhIb=)(mlB——A轴间梁3.20E+043.43E+04B——A轴间梁6.41E+046.87E+04B——A轴间梁6.41E+046.87E+04)(mkNlIEibcb?=b)(mkNlIEibcb?=b)(mkNlIEibcb?=b