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load introduction:composite columns
i need to design shear connectors in regions of load introduction for composite columns.i am referring eurocode4 for the purpose.am looking for some solved examples for the purpose to make sure am applying the codal provisions correctly.can anyone help me with this??please , very very urgent!!
get one of the designer's handbooks written by johnson and anderson - like "designer's handbook to eurocode 4, part 1.1: design of composite steel and concrete structures,"
yes, i do have the above handbook , but for shear connectors in areas of load introduction, no examples are given |
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