Find the angular deformation sustained with such loading .
2.
Consideration of the additional axial , two angular deformations generated by the bond slipping in anchorage zones of joints , the assumption is made , that the plane section of either end of a member before bond slipping of reinforcements remains afler bond slipping of reinforcements . additional deformations * contribution to stif ? nesses of plastic sub - elements is formed from the boundary nonlinearity of plastic stabelements . the space bond slip relation can truly compute bond slip in anchorage zones , additional def ? rmatinns , and their contribution to the space nonlinearity of a niember , has used iii space nonlinear analysis of columns and spandrel beams in this dissertation
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