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  • Users: attarther
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  1. attarther

    wall jib crane

    Hi I have to design wall jib crane 5 Tonn arm 10 m and 8 m I use WF 500x300x11x15. I checked the stress, it's OK. but the deflection is to large about 120 mm. I dont have the relevant standard to be compare and I not sure that I can use L/150 for this case. Pls give some standard such as CMAA...

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