4. Solve parts (b) and (c). Calculate also the pin reactions at C. Remember to show the direction of all resulting forces by arrows. Draw all necessary FBDS, and clearly show which FBD you consider for each equilibrium equation. When showing your resulting internal reactions at pins, mention the member on which they act. The 48-lb load can be moved along the line of action shown and applied at A, D, or E. Determine the components of the reactions at B and F if the 48-lb load is applied (a) at A, (b) at D, (c) at E. 48 lb 5 in. C ID 7 in. IE

4. Solve parts (b) and (c). Calculate also the pin reactions at C. Remember to show the direction of all resulting forces by arrows. Draw all necessary FBDS, and clearly show which FBD you consider for each equilibrium equation. When showing your resulting internal reactions at pins, mention the member on which they act. The 48-lb load can be moved along the line of action shown and applied at A, D, or E. Determine the components of the reactions at B and F if the 48-lb load is applied (a) at A, (b) at D, (c) at E. 48 lb 5 in. C ID 7 in. IE

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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