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flexible elements.....

devarajan

New member
all the experts ...... have a question fa ya....

i have 4 guy ropes(steel cables) in my analysis they are used ta stabilize a hydraulic mast 17 m in height ... they can take only tensile load and not compressive unz.... (cablez remember) so how do i represent them in my analysis .... ?????

thanks a lot !!!!
 

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