Determine the inelastic zone lengths at A and B for the beam of uniform rectangular section shown in Figure P2.3 when (a
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Determine the inelastic zone lengths at A and B for the beam of uniform rectangular section shown in Figure P2.3 when (a
Determine the inelastic zone lengths at A and B for the beam of uniform rectangular section shown in Figure P2.3 when (a) the section at A becomes fully plastic and (b) when both sections at A and B become fully plastic. The plastic moment for the beam = 120 kNm. 3PL 5PL Elastic moment at A and at B = L = length of beam. 16 32 Assume a linear moment-curvature relationship up to plastic moment. P B A Хр2 |Xp1 5m 5m
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