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Analyze the beam in the fig by MDM. Draw BMD.

FIGURE 1

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1) Fixed end moments :

AB =>

Mab=wab2l2=1023252 = -7.2 KN.m

Mba=wba2l2=1032252 = 4.8 KN.m

BC =>

Mbc=wl8=1268 = -9 KN.m

Mcb=wl8=1268 = 9 KN.m

2) Stiffness (K) :

KBA=HEIl=4EI5

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