Given: Concrete retaining wall, h = 8'-6 Ka=.295, p.5, Ysoil = 115 pcf Clear cover=2, fc...

  

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Given: Concrete retaining wall, h = 8'-6" Ka=.295, p.5, Ysoil = 115 pcf Clear cover=2", fc = 5000 psi Determine: Draw the soil pressure distribution on the wall. Check the overturning (2.0 FS) and sliding (1.5 FS) OT FS= SFS= Determine the maximum shear and moment Check one-way shear on wall 8'-6" Vu = Mu= Draw loading shear and moment diagrams below 1'-0" 12" OV₂ = 10" 6¹-8" 4'-6" Given: Concrete retaining wall, h = 8'-6" Ka=.295, p.5, Ysoil = 115 pcf Clear cover=2", fc = 5000 psi Determine: Draw the soil pressure distribution on the wall. Check the overturning (2.0 FS) and sliding (1.5 FS) OT FS= SFS= Determine the maximum shear and moment Check one-way shear on wall 8'-6" Vu = Mu= Draw loading shear and moment diagrams below 1'-0" 12" OV₂ = 10" 6¹-8" 4'-6"

Answer rating: 100% (QA)

To answer the question we need to perform several steps to evaluate the stability and design of a concrete retaining wall under the action of soil pre... View the full answer