柱侧移刚度计算表

H混凝土*104N/mm2弹簧刚度C152.2C202.55C252.8C303C353.15C152.2C202.55C252.8C303C353.15园截面Dd#VALUE!钢材20.6实园截面D实矩形界面K#VALUE!Bh#VALUE!KN/mm#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!#VALUE!柱侧移刚度计算表材料C30E3x104N/mm2柱高H1_7000mm实心矩形截面bhIxIyKy(kN/m)Ky(kN/m)4005004.17E+092.67E+091.0930.700实心圆截面直径D1_I1_K(kN/m)4001.26E+090.330空心圆截面外径D2_内径daI2_K(kN/m)4003800.952.33E+080.061材料E(x104N/mm2)钢20.6C252.8C303C353.15C403.25C453.35C503.45