钢筋混凝土柱基础设计1.00d=0.73m2.00600X600C253.00N=2542.00kN955.35540.85kN4.00d+h=1.73m5.00180.00kPa6.0035.00mm3.004.4016.80kN/m316.80kN/m31.27N/mm2fc=11.90N/mm2210.00N/mm2300.00N/mm2a=700.00mmb=700.00mmh=1000.00mm600.00mm600.00mm400.00mm500.00mm500.00mm300.00mm400.00mm400.00mm300.00mm条件:地面以下:柱脚:混凝土:荷载:MX=kN.MVX=基础埋深:地基承载力标准值:fk=基底保护层:有关参数:h1=h2=g1=g2=ft=HPB235fy=HRB335fy=基础设计:a1=b1=h1=a2=b2=h2=a3=b3=h3=L=3700.00mm3700.00mmA=L*B=13.69=8.44V*h+M=540.85+955.35=1496.20kN.mf=B-3)+d-0.5)=180.00+###+90.55=186599.35kPa>1.1fk=198.00kPa186599.35kPaG=(d+h)=396.74kNe=509.13mm
