FEA results
5 degrees
Uniaxial Compressive behavior of concrete used in ABAQUS model
Uniaxial Tension behavior of concrete used in ABAQUS model
South End Load = 39.71 tonNorth End Load = 36.47 ton
Joint # 2 rotation = 5.65 degreesJoint # 3 rotation = 5.45 degrees
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