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UNRESTRAINED BEAM DESIGN – II
www.steel-insdag.orgUNRESTRAINED BEAM DESIGN-II 12 UNRESTRAINED BEAM DESIGN – II 1.0 INTRODUCTION The basic theory of beam buckling was explained in the previous chapter. Doubly symmetric I- section has been used throughout for the development of the theory and later discussion. It was established that practical beams fail by: (i) Yielding, if they are short
UNRESTRAINED BEAM DESIGN – II - Steel ..." INSDAG
steel-insdag.orgUNRESTRAINED BEAM DESIGN-II 12 UNRESTRAINED BEAM DESIGN – II 1.0 INTRODUCTION The basic theory of beam buckling was explained in the previous chapter. Doubly symmetric I- section has been used throughout for the development of the theory and