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Plastic analysis of tapered cantilever beams
B Cantilever beams with uniformly
Cantilever beams with concentrated load
10 other sections not shown
analyzed approximate assumed assumption axis becomes equal becomes tangent bending moment diagram box beams box sections calculating the ultimate cantilever beam fixed cantilever fixed concentrated load considered curve represents dB dB dB defined deflection denoted distance Doctor of Philosophy elastic-plastic boundary end conditions equation example externally applied fixed end beam flanges found from Eq free end gable frames given by Eq hyperbola legs load Q mode of collapse Mq curve PLASTIC ANALYSIS plastic hinge develops plastic moment curve plotted in Fig portion BD portion FB position possible locations previous chapters principle of virtual propped cantilever beam ratio rectangular beam rectangular cross sections region represent the bending resisting plastic section F shown in Fig span BD span beam statically determinate straight line stress distribution structures symmetrical tapers tapered cantilever beam tapered members tion uniformly distributed load value of CB values of a/L virtual displacement