脚手架施工方案

XXX-1-.XXX25668m².1-67-12H=23.7m,b()0.825m,L=1.8m1.5m1.2m,h=1.5m,22QK=2kN/m2()2h3LN1.NG1K()1h2m2h21.50.03840.1152kN2L建筑图书build365.com2m2L21.50.03840.1152kNXXX-2-3100mm,150mm,b200mm.(0.1+b+0.15)1.0750.03840.041kN(4)2126mh/b2+L/62[2+2+(h/62+L/62)]0.015=0.078kN(5)NG1K=0.1152+0.1152+0.041+0.078=0.35kN(6)23.7mH/h=18NG1K=180.35=6.3kN(7)6.3kN6.3kN2NG1K=6.3/2=3.15kN建筑图书build365.com2.NG2K()(1)Lb15022XXX-3-2b+0.15L0.35=1.024kN(2)22+212(0.825+0.1+0.15)0.0384+220.0150.1kN(3)建筑图书build365.com建筑图书build365.com建筑图书build365.com建筑图书build365.com建筑图书build365.com建筑图书build365.com建筑图书build365.com建筑图书build365.com建筑图书build365.com建筑图书build365.com