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Draw the shear force diagram and bending moment diagram for the beam loaded as shown in fig.
1 Answer
written 6.4 years ago by | • modified 6.4 years ago |
Let Va and Vb be the reactions at the left support A and right support B.
Total load on beam=2∗9+12∗2∗9=27kN
OR for trapezoidal load on beam =12∗9∗(2+4)=27kN
Now, distance of resultant load from left end of the beam i.e at C.
27∗x=18∗4.5+(9∗6)
x=5m
Distance of resultant load from …