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15 kN 6 kN/m 100 mm AC E NA - B D 100 mm 0.8 m 2. (30pts.) For the truss system shown, a. (10 pts) Draw the shear and moment

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15 KN DE -2m 1rn 2 KN Im -20 19 19 KN A . 16 KN/m 210 1m MOMENT BM RA+RE = ( 6x3+154 = 33 KN 2M-0) 3 RA -(6X3X1-9-(Isx:) or;

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