## Problem 426 - Fink Truss by Method of Sections

**Problem 426**

Using the method of sections, compute the force in bars FH, GH, and EK.

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**Problem 426**

Using the method of sections, compute the force in bars FH, GH, and EK.

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**Problem 425**

In the Fink truss shown in Fig. P-425, the web members BC and EF are perpendicular to the inclined members at their midpoints. Use the method of sections to determine the force in members DF, DE, and CE.

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**Problem 355**

Determine the reactions at *A* and *B* on the Fink truss shown in Fig. P-355. Members *CD* and *FG* are respectively perpendicular to *AE* and *BE* at their midpoints.

**Problem 335**

The roof truss in Fig. P-335 is supported by a roller at A and a hinge at B. Find the values of the reactions.

**Solution 335**

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**Problem 322**

The Fink truss shown in Fig. P-322 is supported by a roller at A and a hinge at B. The given loads are normal to the inclined member. Determine the reactions at A and B. Hint: Replace the loads by their resultant.

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**Problem 241**

Locate the amount and position of the resultant of the loads acting on the Fink truss in Fig. P-241.