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Hi
I am designing a rectangular beam.
When the beam thickness is more then the beam secton modulus also more which results in stronger beam.i have a material
UTS Values
So using PRO E relations menu,
i want to get the section modulus at any distance from a beam,and use that that section modulus value
in relation equation to calculate beam thickness based on UTS and applied load.
Is it possible to get section modulus value via using PRO E fx function or any other method..??
Kindly help guys..??
Regards
SARAVANA