a.
I=12m∗LI=123∗1.5I=0.5625kgm2
b.
Ix=12M∗a2Ix=122∗(300∗300)Ix=15000000gmm2Iy=12M∗b2Iy=122∗(400∗400)Iy=26666666.666667gmm2Iz=121∗M∗(a2+b2)Iz=121∗2∗(3002+4002)Iz=41666666.666667gmm2
c.
Iy=m∗r²Iy=500∗50²Iy=0.0003125kgm2Ix=m∗r²Ix=500∗50²Ix=0.0003125kgm2Iz=0.5m∗r²Iz=0.5∗500∗50²Iz=0.000625kgm2
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