承台计算.xls

文档介绍：承台底面单桩竖向力 max(kN) min(kN) Nid=Fd/n ± Myd*xi/ ∑ xi 2± Mxd*yi/ ∑ yi 2= 参数输入 Fd(kN)= n=5 Myd(kNm)= xi(m)= 2 Mxd(kNm)= 1000 yi(m)= 2 承台短悬臂“撑杆-系杆体系承载力验算参数输入γ 0=1 s(m)= h0(m)= Nid(kN)= d(mm)= 25 a(m)= Did(kN)= n=55θ 0= Tid(kN)= b(m)= ha(m)= 撑杆抗压承载力(kN) h(m)= 2 t(m)= as(m)= As(mm 2 )= 撑杆抗压承载力满足要求 x1(m)= 1 ε1= 系杆抗压承载力(kN) f cu,k =30 f cd,s= bs(m)= Es= 200000 系杆抗压承载力满足要求 f td (MPa)= f sd (MPa)= 280 承台计算截面弯矩设计值 Mxcd= Mycd= 参数输入 y ci (m)= Nid(kN)= x ci (m)= i=2 承台计算截面弯矩设计值参数输入γ 0=1 Vd(kN)= bs(m)= 斜截面抗剪承载力(kN) h0(m)= a xi (m)= 斜截面抗剪承载力满足要求 a yi (m)= m= P= f cu,k =30 柱或墩台向下的冲切破坏锥体以外的角桩和边桩,其向上冲切承台的冲切承载力计算柱或墩台向下冲切承台的冲切承载力计算角桩参数输入γ 0=1参数输入γ 0=1 F ld (kN)= λ x= F ld (kN)= λ x= h(m)= 2 λ y= h(m)= 2 λ y= as(m)= α px= as(m)= α' px= h0(m)= α py= h0(m)= α' py= b x (m)= 2 向下冲切承台的冲切承