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# Lecture Note – 6 Moment-Curvature (M-φ) Relation - I

31 Lecture Note – 7 Moment-**Curvature** (M-φ) Relation - IICase – I ( 0 ≤ ε4 ≤ ε0 ) According to Fig. 3, 4 24 x k d ε εε == + Where k is the ratio of the neutral axis depth to the effective depth. ε1 and ε4 are the extreme fiber strains in cross section. For the given section, tensile force for the tensile reinforcement,

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