即塔吊自重(包括压重)F1=67221.2659.22kN,最大起重荷载F2=kN
塔吊倾覆力距M=1832.01kN.m,塔吊起重高度H=117.00m,塔身宽度B=1.6m
混凝土强度:C35,钢筋级别:Ⅱ级,承台长度Lc或宽度Bc=5.00m
桩直径d=0.80m,桩间距a=3.40m,承台厚度Hc=1.20m
基础埋深D=0.00m,承台箍筋间距S=150mm,保护层厚度:50mm