For the cross-section shown in Figure 1, constructed of an elastic perfectly plastic material, the fully plastic moment (plastic moment) for bending about the horizontal axis only Given: Yield stress = 400 MPa 400mm 100mm 400mm 20 100mm T 300mm Į 100mm + SUECE

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For the cross-section shown in Figure 1, constructed of an elastic perfectly plastic material, determine
the fully plastic moment (plastic moment) for bending about the horizontal axis only
Given: Yield stress = 400 MPa
400mm
100mm
400mm
Figure 1
+
100mm
300mm
100mm
sd-deut liv 2nomzene siden
Transcribed Image Text:For the cross-section shown in Figure 1, constructed of an elastic perfectly plastic material, determine the fully plastic moment (plastic moment) for bending about the horizontal axis only Given: Yield stress = 400 MPa 400mm 100mm 400mm Figure 1 + 100mm 300mm 100mm sd-deut liv 2nomzene siden
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