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A new approach for the determination of tensile and shear strengths of normal weight concrete

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Figure

Table 1: Values of  Source n. and k given by [8]- [11] n k Remarks
Fig. 2 .Fractured test specimen at failure.
Fig. 8  Failure envelop in - space
Table 2.Evalution of the tensile strength and shear strengths using Eq. 22 and Eq. 23

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