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Using the area moment methods complete the following: E= 150 G Pa & I-65 x 100 mm [10] A. Draw the bending moment diagram by
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Solution Sok 20linn = 2m x 2m x 2m x 2m {x measured from A} Bending moment calculation Section ED ME = 0 MED = -50% Mos-502 =cantilen free ) - 460-100= 360 B) slope at dea : + 2 Ap@x 100 =100 Az = 4x 100 = 400 Az = 2*100=200 Ar = 2X360 = 720 A6 $x 282 n 3 . Now moment area about point e is Alx = loox 4 - 400 kN m² Az x2 = 400X 3 = 1200 kNm? Az x3 = 200X 5 = 1000 km2 Anny =

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