The steel wide-flange beam has the dimensions shown. If it is made of an elastic perfectly plastic material having a tensile and compressive yield stress of o,, determine the following: Given: Allowable Stress = 300 MPa a = 20 mm b = 250 mm c = 250 mm This is already answered in bartleby but please recheck. Thanks a. Calculate the moment of inertia I, in x10 mm4 (If your answer is 667,335 x10 mm, then type 667.335) b. Calculate the yield moment of the section in kN.m. c. Calculate the plastic moment of the section in kN.m
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Strength of Materials
The steel wide-flange beam has the dimensions shown. If it is made of an elastic perfectly plastic material having a tensile and compressive yield stress of o,, determine the following:
Given:
Allowable Stress = 300 MPa
a = 20 mm
b = 250 mm
c = 250 mm
This is already answered in bartleby but please recheck. Thanks
a. Calculate the moment of inertia I, in x10 mm4 (If your answer is 667,335 x10 mm, then type 667.335)
b. Calculate the yield moment of the section in kN.m.
c. Calculate the plastic moment of the section in kN.m
d.Calculate the shape factor of the section.
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