Required: Draw the free-body diagram needed to determine the reactions at supports A and B. Find the reactions at supports A and B.

Determine the reaction at E and the force in each member of the right half of the truss shown in Figure 5 10 kN 10 m- A 130⁰ 5 kN 10 m B 30% 90° F 4 kN 30° 10 m 90⁰ G D 30° 8 kN 10 m E

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A compound beam as shown with a pin at A, a hinge at C, and rollers at B and D,1) Draw all F.B.D.s for your calculation;2) Determine the reactions at A, B and D when the beam is in equlibrium [Hint: 1) ABC part is the independent part and CD is the dependent part of the compound beam. The analysis always starts from the dependent part, then the independent part. 2) Draw the FBD of CD part first.]

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Classify the structures in the Figure. Indicate if stable or unstable. If unstable, indicate the reason. If the structure is stable, indicate if determinate or indeterminate. If indeterminate, specify the degree. hinge hinge Unstable, number of reactions are not sufficient Geometrically unstable stable, determinate Stable, Indeterminate 1°

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