الفهرس 
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Abstract
SYNOPSISinvestigation on the behaviour concrete be~s subjected to tension with (O(e(h/2) is carried out. The object data useful for establishing a method of reinforced concrete members resisting loading. performed. The specimens were rimental test progr~e was ncluded four specimens. The a constant eccentricity all over the The specimens were tested under variable measured from the C.G.C. analysis method is suggested based on method. A computer progr~ which is solving any inplane reinforced concrete developed. The progr~ takes into the nonlinear behaviour. cracking of and yie Id of reinforcing stee 1. Two laws, n~ely. Kupfer’s model (15) and m9del (11). for concrete were used in the progr A comparison was made between test results and other analytical kable agreement was found. theoretical analysis method is basis for further modification and research work.