八、T形截面的力学特性系数

表2-30续表2-30K10.320.360.400.440.4620.4680.4730.4770.4470.4550.4610.4670.4330.4430.4510.1570.4210.4320.4410.4490.4110.4230.4330.4420.4010.4140.4250.4350.3930.4070.4190.4250.3870.4010.4130.4240.3310.3950.4080.4190.3720.3860.3990.4110.3660.3800.3940.4050.3640 ......（本文共 1819 字 , 1 张图）     [阅读本文] >>