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The document discusses yield line theory for analyzing reinforced concrete slabs. Yield line theory accounts for the inelastic behavior of slabs prior to failure, unlike traditional elastic analysis. It involves identifying yield lines along which the slab will fracture. The ultimate load capacity can be found using either the virtual work method by equating external and internal work, or the equilibrium method by analyzing forces in slab segments. An example problem demonstrates applying virtual work analy

Author

asd

Language

EN